D
1
2
3
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
US ARMY CORPS
OF ENGINEERS
BALTIMORE DISTRICT
SACRAMENTO DISTRICT
B
7/7/2011 4:51:05 pm
CAMP WILLIAMS, UT
UDC 29 FIRE PUMP HOUSE
CORRECTED FINAL -
ISSUED FOR CONSTRUCTION
BALFOUR BEATTY ■ DPR ■ BIG-D
DESIGN BUILDERS
A JOINT VENTURE
THE INFORMATION PROVIDED HEREIN IS THE PROPERTY OF THE UNITED STATES GOVERNMENT. IT IS PROVIDED ONLY FOR THE PURPOSE
STATED IN THE ACCOMPANYING DOCUMENT. DISTRIBUTION OF THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS LIMITED TO
THE RECIPIENT SPECIFIED IN THE ACCOMPANYING DOCUMENT. REPRODUCTION OR DISSEMINATION OF THIS DOCUMENT OR OF THE
INFORMATION CONTAINED HEREIN IN WHOLE OR IN PART IN ANY MEDIUM WITHOUT THE APPROVAL OF THE UNITED STATES GOVERNMENT IS
STRICTLY PROHIBITED. VIOLATORS OF THIS REQUIREMENT WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
FY: 2011 PROJECT: 00000
CONTRACT#: W912DR-10-C-0094
UNCLASSIFIED//FOR OFFICIAL USE ONLY
ISSUED FOR CONSTRUCTION
ACTIVITY MANAGER:
DATE:
APPROVALS
PROJECT MANAGER
Date:
MECHANICAL
Date:
ELECTRICAL
Date:
ARCH/CIVIL
Date:
SPACE
Date:
COMMS/DATA
Date:
USER
Date:
FIRE & SAFETY
Date:
SECURITY
Date:
ISSUED FOR CONSTRUCTION
Date:
CORPS OF ENGINEERS
Date:
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
2
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
5
D
C
B
A
UDC 10
Balance of Design
DRAWING NO.
DRAWING NAME
95% (06-6-2011)
IFC (7/11/2011)
General
10-CS000
COVER SHEET
X
X
10-CS001
DRAWING LIST
X
X
10-G001
EGRESS, OCCUPANT LOAD PLAN, LIFE SAFETY
X
X
10-CS100
LOCATION PLAN
X
Architectural
10-A001
ABBREVIATIONS, SYMBOLS & LEGENDS, SHEET LIST
X
X
10-A101
FLOOR PLAN, ROOF PLAN, REFLECTED CEILING PLAN
X
X
10-A201
EXTERIOR ELEVATIONS
X
X
10-A301
BUILDING SECTIONS AND DETAILS
X
X
10-A501
PLAN DETAILS
X
X
10-A550
DOOR SCHEDULE & FRAME DETAILS, WALL TYPES
X
X
Structural
10-S001
SYMBOLS AND ABBREVIATIONS
X
X
10-S002
DESIGN CRITERIA AND GENERAL NOTES
X
X
10-S003
NOTES
X
X
10-S004
QUALITY ASSURANCE / SPECIAL INSPECTION
X
X
10-SI OO
FOUNDATION PLAN & ROOF FRAMING PLAN
X
X
10-S200
BUILDING SECTIONS AND ELEVATIONS
X
X
10-S300
TYP CONCRETE DETAILS
X
X
10-S310
TYP FOOTING DETAILS
X
X
10-S320
TYP SOG DETAILS
X
X
10-S34C
TYPICAL PRECAST DETAILS
X
X
10-S341
PC DETAILS
X
X
10-S400
TYPICAL MASONRY PARTITION WALL DETAILS
X
X
Electrical / Telecommuncations
10-E001
ELECTRICAL SYMBOLS
X
X
10-E002
ELECTRICAL ABBREVIATIONS AND SCHEDULES
X
X
10-E003
ELECTRICAL SCHEDULES
X
X
10-El 01
LEVEL 1 LIGHTING PLAN
X
X
10-E201
LEVEL 1 POWER PLAN
X
X
10-E202
ROOF POWER PLAN
X
X
10-E251
LEVEL 1 TELECOMMUNICATIONS PLAN
X
X
10-E300
LEVEL 1 GROUNDING PLAN
X
X
10-E301
ROOF LIGHTNING PLAN
X
X
10-E401
UG UNDERGROUND PLAN VIEW
X
X
10-E500
ELECTRICAL ROOM ENLARGED PANS
X
X
10-E600
OVERALL SINGLE LINE DIAGRAM A SIDE
X
X
10-E601
OVERALL SINGLE LINE DIAGRAM B SIDE
X
X
10-E801
ELECTRICAL DETAILS
X
X
10-E802
ELECTRICAL DETAILS
X
X
10-E803
ELECTRICAL DETAILS
X
X
10-E804
ELECTRICAL DETAILS
X
X
10-E805
ELECTRICAL DETAILS
X
X
10-E850
DUCT BANK SECTIONS
X
X
10-E851
DUCT BANK SECTIONS
X
X
10-E900
PANEL SCHEDULES
X
1O-E901
LUMINARIES SCHEDULE
X
Mechanical
10-M001
MECHANICAL ABBREVIATIONS & GENERAL NOTES
X
X
10-M002
MECHANICAL SYSMBOLS
X
X
10-MI 01
LEVEL 1 HVAC PLAN
X
X
10-MI 02
ROOF HVAC PLAN
X
X
10-M301
MECHANICAL SECTIONS
X
10-M501
MECHANICAL DETAILS
X
X
10-M502
MECHANICAL DETAILS
X
10-M601
MECHANICAL FLOW DIAGRAMS
X
X
10-M610
MECHANICAL EQUIPMENT SCHEDULE
X
X
10-M701
l&C SYMBOLS & ABBREVIATIONS
X
X
10-M702
l&C AIR SYSTEM CONTROL
X
X
10-M703
l&C MISC CONTROL AND MONITORING
NA
X
10-M712
l&C SITE EMCS RISER DIAGRAM
X
X
Plumbing
10-P001
PLUMBING SYMBOLS AND ABBREVIATIONS
X
X
10-PI 01
LEVEL 1 PLUMBING PLAN
X
X
10-P601
RISER DIAGRAMS
X
X
10-P801
DETAILS
X
X
10-P901
SCHEDULES
X
X
Fire Protection / Fire Alarm
10-FP001
FIRE PROTECTION SYMBOLS AND ABBREVIATIONS
X
X
10-FP101
FIRE PROTECTION LEVEL 1 PLAN
X
X
10-FA001
FIRE ALARM SYMBOLS AND ABBRIVIATIONS
X
X
10-FA101
LEVEL 1 FIRE ALARM PLAN
X
X
10-FA600
FIRE ALARM RISER DIAGRAM
X
X
10-FA800
FIRE ALARM DETAILS
X
X
Security
10-SC001
SECURITY SYMBOLS AND ABBREVIATIONS
X
X
10-SC101
LEVEL 1 SECURITY PLAN
X
X
10-SC800
SECURITY DETAILS
X
X
US Army Corps
of Engineers
Baltimore District
Sacramento District
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Drawing No.
10
CS-001
UNCLASSIFIED//FOR OFFICIAL USE ONLY
A INU db'fl IVIOIddU dUd // UdldlSS'V lONll
1
Life Safety Code Analysis for the Fire Pump Building
The Fire Pump Building shall be treated as U occupancy with a 1-hour separation at
the Fire Pump Room. The building shall conform to construction classification IIB and
is fully sprinkled.
1.1 Applicable Codes, Regulations & Standards
Unified Facilities Criteria (UFC): 1-200-01
Unified Facilities Criteria (UFC): 3-600-01
Unified Facilities Criteria (UFC): 4-010-01
International Building Code (IBC) 2006
National Fire Protection Association (NFPA) 101 Life Safety Code (LSC) 2009
National Fire Protection Association (NFPA) 20 Standard for the Installation of
Stationary Pumps for Fire Protection
Americans with Disabilities Act (ADA) and Architectural Barriers Act (ABA)
FEES-2008 Facilities Engineers Electrical Standards
FEMS-2008 Facilities Engineers Mechanical Standards
In the event of a conflict between any sections of the above applicable codes, the most
stringent code will be applied. For a complete list of applicable codes refer to the
Conformed RFP, 4.0 Applicable Criteria.
1.2 Occupancy and Use Group Classifications
IBC 2006, 304
LSC 2009, 6.1.12
Group FI, Factory
Special-Purpose Industrial
1.3 Construction Type (IBC, 2006, 602.2)
Type IIB
c
B
1.4 Allowable Building Areas and Heights (IBC 2006, Table 503 and 506.3)
FI
Area
15,500 sf (46,500 sf per IBC 506.3)
Height
2 stories
1.5 Actual Building Height
The vertical distance from grade plane to the avg. height of the highest roof surface.
Stories: 1 Story
Height: 16’-6”
1.6 Actual Building Areas
FI
3,207 sf
Total
3,207 sf
1.7
Fire Resistance Requirements for Type IIB (IBC 2006, Table 601 )
Structural Frame: Columns, Girders, Trusses, Bracing and Shear Walls:
0-Hr.
Bearing Walls - Exterior:
0-Hr.
Bearing Walls - Interior:
0-Hr.
Nonbearing Walls & Partitions - Exterior (T able 602, > 30 ft for FSD):
0-Hr.
Nonbearing Walls and Partitions - Interior:
0-Hr.
Roof Construction Including Supporting Beams and Joists:
0-Hr.
1.8
Maximum Area of Exterior Wall Openings (IBC 2006, 704, Table 704.8)
Unprotected Opening > 30 ft Fire Separation Distance: No Limit
1.9
Enclosure Protection and Penetration Requirements
Through-penetrations and membrane penetrations of horizontal and fire-resistance-
rated wall assemblies shall maintain the fire-resistance rating of the assembly it is
penetrating. Through-penetrations shall be protected by an approved firestop system
installed as tested in accordance with ASTM E 814 or UL 1479, with a minimum
positive pressure differential of 0.01” of water and shall have an F rating of not less
than the required fire-resistance rating of the assembly penetrated. (IBC 2006, 712)
1.10 Fire Extinguishing Systems (UFC 3-600-01, Chapter 4)
Automatic Sprinkler Systems: Fully automatic sprinklered protection is being provided
in all facilities and must be designed using the Area/Density Method of NFPA 13.
Portable Fire Extinguishers: for Industrial and Storage occupancies, provide and install
extinguishers in accordance with NFPA 10.
A
2
1.11 Detection and Communication Systems
A UL listed voice evacuation type analog addressable fire alarm system will be
provided by the Fire Alarm Contractor in each building meeting applicable
requirements of UFC 3-600-01 (Chapter 5), NFPA 101 Paragraph 3.4, NFPA 72 and
FEES-2008. The fire alarm system will be designed for each building to stand alone
with respect to system operation but all control panels will be networked to provide
central reporting of alarm, supervisory and trouble conditions to Networked Command
Computer Stations in the Security Command Center and the Facility Engineer's
Command Center.
The Administration (ADM) Building FACP will be configured as the Campus Network
Master Panel.
Manual pull stations will be provided at all ground floor exits.
Area smoke detectors will be installed at FACP locations. Smoke detection will also be
provided in all electrical, mechanical, utility, technical (data equipment) and telephone
rooms.
Generator Plant buildings will be provided with interior and exterior horns.
Visual notification appliances (strobe indicators) will be installed in corridors, electrical,
mechanical, shops, office, toilet rooms and in other common areas of the building to
meet the Americans with Disabilities Act Accessibility Guidelines (ADAAG) and
applicable UFC requirements.
Power for the fire alarm systems will be provided from life safety circuits. Battery
backup will be provided for 24 hours of standby followed by 15 minutes of alarm
operation.
1.12 Mass Notification (UFC 4-021-01)
The mass notification system must comply with UFC 4-021-01. Its functions will be
incorporated into the fire alarm system and no separate control panels will be
provided. Mass notification visual notification appliances will be independent from the
fire alarm system strobes and will have blue lenses with white, unmarked cover plates.
1.13 Available Water Supply
Fire pumps and stored water supply are provided as part of separate documentation.
1.14 Backflow Preventer Valves
Backflow prevention is located at the fire pump house.
1.15 Interior Wall and Ceiling Finish Requirement Classifications (LSC 2009, 10.2.2)
Class A Interior Wall & Ceiling Finish: Flame Spread 0-25, Smoke Developed 0-450
Class B Interior Wall & Ceiling Finish: Flame Spread 26-75, Smoke Developed 0-450
Class C Interior Wall & Ceiling Finish: Flame Spread 76-200, Smoke Developed 0-450
Class I Interior Floor Finish: Critical Radiant Flux not less than 0.45 W/cm2
Class II Interior Floor Finish: Critical Radiant Flux not less than 0.22W/cm2, but less
than 0.45W/cm2
Interior Finish Requirements
Industrial
Wall & Ceiling
Floor Finish
Exits
Class C
no requirement
Exit Access Corridors
Class C
no requirement
Other Spaces
Class C
NA
1.16
Allowable Occupant Loads (LSC 2009, Table 7. 3. 1.2)
Special-Purpose Industrial
N/A*
* Per UFC 3-600-01 Paragraph 2-1.1, occupancy definitions in NFPA 101 shall be used
to determine the means of egress requirements. Special-Purpose Industrial Occupancy
is characterized by “relatively low density of employee population, with most of the area
occupied by machinery or equipment”. Per LSC, paragraph 40.1.7, the occupant load
for the Special-Purpose Industrial Occupancy is the “maximum probable number of
occupants present at any time”.
1.17 Calculated Occupant Loads
The Special-Purpose Industrial space is considered unoccupied “...with much of the
area being occupied by machinery or equipment.”(NFPA 40.1 .4.1 .2)
Occ. per Room
Area / Occupant
Calc.
Data Sheets
Load
Occ.
Mechanical/Electrical/Data
0
3,207 gsf / 300 gsf/occ
11
Equipment
Total
0
11
Based on the calculations, the Fire Pump Building shall have a maximum of 10
occupants at any time.
1.18 Number of Means of Egress (LSC 2009, 40.2.4.1.2)
Minimum Number of Exits For Occupant Load per Story:
1 exit provided at Fire Pump Room
1 exit provided at Pump Room
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
1.19 Calculated Egress Widths
Exits
Req.
Level Components
Calculated
Actual
Level 1
1
1 1 occ. x .2 egress width = 6” min.
(2) @ 36”
1.20 Common Path of Travel Limits ( LSC 2009, Table A.7.6)
Maximum Length of Common Path of Egress: 100 ft.
1 .21 Dead End Limits (LSC 2009, A.7.6).
Maximum Travel Distance for Dead End Corridors: 50 ft.
1.22 Measurement of Travel Distance to Exits (LSC 2009, Table A.7.6)
Maximum Travel Distance: 250 ft.
1.23 Accessible Means of Egress ( LSC 2009, 7.5.4)
Accessible areas shall have not less than two accessible means of egress. An
accessible means of egress will comply with the accessible route requirements of
ICC/ANSI A1 17.1 . Access within the allowable travel distance shall be provided to not
less than one accessible area of refuge or one accessible exit providing an accessible
route to an exit discharge. Exit access travel along the accessible means of egress
shall be permitted to be common for the distances permitted as common path of travel.
1.24 Discharge from Exits (LSC 2009, 7.7.1 & 7.7.2)
Exits shall discharge directly to the exterior of the building at grade or be provided with
direct access to grade.
1.25 Illumination of Means of Egress (LSC 2009, 7.8)
Illumination of the means of egress shall be provided. Exit access shall include only
designated aisles, corridors and passageways leading to an exit and exit discharge
shall include only designated aisles, corridors, walkways and exit passageways leading
to a public way. Illumination outside the building should be either a public way or a
distance away from the building that is considered safe; whichever is closest to the
building being evacuated. Illumination of means of egress shall be continuous during
the time that the conditions of occupancy require the means of egress be available for
use. The floors and other walking surfaces within an exit and within the portions of the
exit access and exit discharge shall be illuminated as follows:
(1) The minimum illumination for floors and walking surfaces, shall be to values of at
least 1 ft-candle measured at the floor.
1.26 Emergency Lighting (LSC 2009, 7.9)
Emergency lighting facilities for means of egress shall be provided. Where
maintenance illumination depends on changing from one energy source to another, a
delay of not more than 10 seconds shall be permitted and shall be provided for a
minimum of 1 'A hours at an average of 1 ft-candle.
1.27 Marking of Means of Egress (LSC 2009, 7.10)
Exits shall be marked by an approved sign that is readily visible from any direction of
exit access. Horizontal components of the egress path shall be by approved exit or
directional exit signs where the continuation of egress path is not obvious.
1.28 Accessibility
Accessibility will be designed in accordance with ADA and ABA Accessibility
Guidelines and their referenced standards.
1.29 Calculated Plumbing Fixture Counts
Minimum Plumbing Facilities (IPC 2006, Table 403.1)
Occupancy group U is not included in Table 403.1 for minimum number of required
plumbing fixtures.
4
5
ROOM SQUARE FOOTAGE SCHEDULE (FPH)
Number
Name
Program
Area
Area
Difference
Percentage
PH-1-FPR/1
FIRE PUMP ROOM
1500
1427
-73 SF
-4.89%
PH-1-IR/1
INVERTER ROOM
0
74
74 SF
PH-1-PR/1
PUMP ROOM
0
1592
1592 SF
PH-1-TR/1
TRANSPORT ROOM
110
114
4 SF
3.98%
1610
3207
1597 SF
1610
3207
1597 SF
US Army Corps
of Engineers
Baltimore District
Sacramento District
(/)
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LEVEL 1 - LIFE SAFETY / EGRESS PLAN
SCALE: 1/8" = 1'-0"
GRAPHIC LEGEND
DOOR
PROVIDED CLEAR WIDTH INCHES (IBC)
MAX ALLOWABLE LOAD (IBC)
ACTUAL LOAD
EGRESS TRAVEL PATH
(LONGEST TRAVEL DISTANCE)
EGRESS TRAVEL DISTANCE (FT)
1 HR RATED PARTITION
FE fire extinguisher cabinet
Building
North
SITE PLAN
7/7/2011 4:51:06 pm
UNCLASSIFIED//FOR OFFICIAL USE ONLY
UNCLASSIFIED // FOR OFFICIAL USE ONLY
D
B
PROPERTY OF THE UNITED STATES GOVERNMENT
UNCLASSIFIED // FOR OFFICIAL USE ONLY
GRID NORTHING AND EASTING
BUILDING
IFC
GRID
INTERSECT
NORTHING
EASTING
FPH
X
A 1
7326169.70
1519812.25
B 3
7326137.09
1519886.65
CP2
A 1
7325700.37
1519618.74
K 5
7325840.23
1519902.65
GP3
A 1
7325312.22
1519720.70
G 8
7325598.98
1519490.16
GP4
A 1
7325314.17
1519769.96
G 8
7325618.25
1519977.11
DCM3
A 1
7325100.89
1519471.04
HH 7
7324630.13
1519631.61
DCM4
A 1
7325041.04
1520000.67
HH 8
7324623.73
1519688.25
ADMIN
X
A 1
7324569.43
1519515.61
G 14
7324307.88
1519852.86
DCM1
X
A 8
7323887.09
1519463.71
HH 1.5
7324233.35
1519836.57
DCM2
A 8
7323889.01
1519458.20
HH 1
7324400.49
1519357.46
GP1
X
A 1
7323655.00
1519363.52
G 8
7323288.61
1519397.26
GP2
X
A 1
7323680.59
1519321.39
G 8
7323541.57
1518980.72
CPI
X
A 1
7323400.54
1519029.96
J 5
7323149.40
1519195.95
KEN
A 1
7322595.33
1518718.47
C 4
7322549.16
1518736.61
PWH
A 2
7322577.08
1518502.93
C 8
7322383.84
1518633.73
VCC
A 1
7323265.56
1519886.08
E 2
7323136.39
1519845.44
VCIF
A 4
7322481.93
1519674.25
B 1
7322494.77
1519603.85
NOTE:
1 . UNLESS NOTED AS IFC, BUILDING GRID LOCATIONS
ARE NOT FINALIZED AND ARE SUBJECT TO CHANGE.
200' 100' 0
200'
LEGEND
IFC
SUBJECT TO CHANGE
SCALE: 1 ' ' = 200' -0"
PROPERTY OF THE UNITED STATES GOVERNMENT
UNCLASSIFIED // FOR OFFICIAL USE ONLY
7/7/2011 12:18:47 PM
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Drawing No.
Y
10
CS-100
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
2
DRAWING LIST
GENERAL
G000
COVER SHEET
G001
EGRESS , OCCUPANT LOAD PLAN, LIFE SAFETY
ARCHITECTURAL
A001
ABBREVIATIONS, SYMBOLS & LEGENDS, SHEET LIST
A101
FLOOR PLAN, ROOF PLAN, REFLECTED CEILING PLAN
A201
EXTERIOR ELEVATIONS
A301
BUILDING SECTIONS AND DETAILS
A501
PLAN DETAILS
A550
DOOR SCHEDULE & FRAME DETAILS, WALL TYPES
A
A/C
AD
AFF
AHU
ALUM
B
BOS
C
C
CG
CJ
C
CL
CMU
CONC
CORR
CUH
D
D
DIA
DR
DS
E
EJ
EIFS
HATCH LEGEND
B
NOTE: HATCHING ANGLES MAY VARY DUE TO
ANGLE OF WALL DRAWN, WHILE HATCHING
PATTERN REMAINS SIMILAR.
CAST-IN-PLACE CONCRETE
PRECAST CONCRETE
CONCRETE MASONARY UNIT
GYPSUM BOARD
SUB GRADE BASE
UNDISTURBED SOIL
CONCRETE HOUSEKEEPING PAD
EL
EOS
EQ
EXP
EXT
F
F
FA
FACP
FDC
FD
FEC
FE
FHC
FIN
FO
FOC
FOM
FOW
FSP
G
GFE
GFE/CI
GFE/GI
GFRC
GFRG
GL
GWB
H
A
7/7/201 1 4:50:47
H
HB
HM
HPT
HR
HT
I
ID
INFO
UNCLASSIFIED//FOR OFFICIAL USE ONLY
ABBREVIATIONS
DRAWING SYMBOL LEGEND
AIR CONDITION
AREA DRAIN
ABOVE FINISHED FLOOR
AIR HANDLING UNIT
ALUMINUM
BOTTOM OF STEEL
CELSIUS
CORNER GUARD
CONSTRUCTION JOINT;
CONTROL JOINT
CENTERLINE
CONCRETE MASONRY UNIT
CONCRETE
CORRIDOR
CABINET UNIT HEATER
DEEP
DIAMETER
DOOR
DOWNSPOUT
EXPANSION JOINT
EXTERIOR INSULATION AND
FINISH SYSTEM
ELEVATION
EDGE OF SLAB
EQUAL
EXPOSED
EXTERIOR
FAHRENHEIT
FIRE ALARM
FIRE ALARM CONTROL PANEL
FIRE DEPARTMENT CONNECTION
FLOOR DRAIN
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FIRE HOSE CABINET
FINISH
FNISHED OPENING
FACE OF CONCRETE
FACE OF MASONRY
FACE OF WALL
FIRE STANDPIPE
GOVERNMENT-FURNISHED EQUIPMENT
GOVERNMENT-FURNISHED EQUIPMENT
CONTRACTOR INSTALLED
GOVERNMENT-FURNISHED EQUIPMENT
GOVERNMENT INSTALLED
GLASS-FIBER-REINFORCED
CONCRETE
GLASS-FIBER-REINFORCED GYPSUM
GLASS
GYPSUM (WALL) BOARD
HIGH
HOSE BIBB
HOLLOW METAL
HIGH POINT
HOUR
HEIGHT
INSIDE DIAMETER; INSIDE DIMENSION
INFORMATION
J (NOT USED)
K (NOT USED)
L
LPT
M
MACH RM
MAX
MIN
MIN
MO
N
NA
NIC
NOM
NTS
O
OC
OD
OFD
OH DR
ORIG
OPP
R
R
RD
RH
RM
RO
RTU
RWL
P
PLAS
PVC
Q (NOT USED)
S
S
SECT
SIM
SST
T
T
TEL
TEMP
TOC
TOM
TOP
TOS
TOW
TYP
U
UL
UON
V
VEST
VIF
W
WD
WH
WP
LOW POINT
MACHINE ROOM
MAXIMUM
MINUTE
MINIMUM
MASONRY OPENING
NOT APPLICABLE
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER;
OUTSIDE DIMENSION
OVERFLOW DRAIN
OVERHEAD DOOR
ORIGINAL
OPPOSITE HAND
RADIUS; RISER
ROOF DRAIN
RELATIVE HUMIDITY
ROOM
ROUGH OPENING
ROOFTOP UNIT
RAIN WATER LEADER
PLASTER
POLYVINYL CHLORIDE
A1
^ A501-
1
f A
1 A
\A101,
A501
ROOM
NAME-
icr A.F.F.-
SMOKE DETECTOR
SECTION
SIMILAR
STAINLESS STEEL
TREAD
TELEPHONE
TEMPORARY
TOP OF CONCRETE
TOP OF MASONRY
TOP OF PARAPET
TOP OF SLAB; TOP OF STEEL
TOP OF WALL
TYPICAL
UNDERWRITERS’ LABORATORIES
UNLESS OTHERWISE NOTED
VESTIBULE
VERIFY IN FIELD
4
T.O. WALL
lOO’-O"
xxxx
A
INTERIOR ELEVATIONS
DETAIL NUMBER, ALIGNED WITH POINTER
DETAIL SHEET
DETAIL REFERENCE
DETAIL NUMBER
DETAIL SHEET
REFERENCE SHEET
EXTERIOR ELEVATIONS
DETAIL SHEET
DETAIL NUMBER
WALL SECTION REFERENCE
DETAIL NUMBER
DETAIL SHEET
REFERENCE SHEET
BUILDING SECTION REFERENCE
DETAIL NUMBER
DETAIL SHEET
REFERENCE SHEET
DETAIL REFERENCE
DETAIL NUMBER
DETAIL SHEET
REFERENCE SHEET
ROOM DESIGNATION (FLOOR PLAN)
ROOM NAME
ROOM NUMBER
CEILING DESIGNATION
CEILING TYPE
CEILING HEIGHT ABOVE FINISH FLOOR
ELEVATION SYMBOL
ELEVATION DESCRIPTION
ELEVATION ABOVE DATUM
WALL TYPE DESIGNATION
WALL TYPE
DOOR DESIGNATION
DOOR NUMBER
WINDOW DESIGNATION
WINDOW TYPE
NORTH ARROW
PROJECT NORTH
STRUCTURAL GRIDS
GRID LINE
GRID LINE BUBBLE & NUMBER
( \ View Name
Yrioi
AIOI^
SCALE: 1/8" = 1'-0"
2 1/2"
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VIEW TITLE
VIEW/DETAIL NUMBER
DETAIL SHEET NUMBER
REFERENCE SHEET NUMBER
DIMENSIONS
LEADER LINES
CENTER LINE SYMBOL
BREAK LINE
ROUND BREAK LINE
Room name
150 SF
AREA TAG
AREA NAME
AREA SQUARE FOOTAGE
NEW WALL
WIDTH
V
00" v 00"
MODIFICATION DESCRIPTION
CASEWORK TYPE DESIGNATION
AWS STANDARD CDS NUMBERING SYSTEM
CDS NUMBER (M DENOTES MODIFICATION -
SEE SHEET A551 FOR MODIFIED
MILLWORK ELEVATIONS AND
DETAILS)
DEPTH
HEIGHT
1/2"/ 12"
SLOPE INDICATION
KEYED NOTE DESIGNATION
KEY NOTE NUMBER
Building
North
O'
4'
8'
16'
GRAPHIC SCALES
GLASS TYPE DESIGNATION
WOOD
WALL HYDRANT
WORKING POINT
X,Y,Z (NOT USED)
THE PRECEDING LIST OF ABBREVIATIONS IS
PRESENTED AS A GENERAL GUIDE AND DOES
NOT NECESSARILY SHOW ALL ABBREVIATIONS
USED. OTHER GENERALLY ACCEPTED
ABBREVIATIONS MAY BE FOUND AMONG THE
DRAWINGS - REFER TO NCS FOR DEFINITIONS.
ALL ABBREVIATIONS SHOWN ABOVE MAY NOT
BE USED WITHIN THIS DRAWING SET.
UNCLASSIFIED//FOR OFFICIAL USE ONLY
GLASS TYPE
MATERIAL DESIGNATION
MATERIAL NUMBER
REVISION DESIGNATION
REVISION NUMBER
REVISION CLOUD
FURNITURE. FIXTURE &
EQUIPMENT TAG
SECURITY LINE
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7/7/201 1 4:50:51 pm
1 HR RATED PARTITION
WALL TYPE LEGEND
V V \ V S TYPICAL CMU WALL
TYPICAL EXTERIOR PRECAST COMPOSITE
PANEL - SEE DTL 10/A201 FOR MORE INFO
D1-1-XX/1
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FLOOR NUMBER
BUILDING DESIGNATION
EXPOSED STRUCTURE
RETURN DIFFUSER
INDUSTRIAL FIXTURE
EXHAUST DIFFUSER
SUPPLY DIFFUSER Mg EMERGENCY EXIT LIGHT
UNCLASSIFIED//FOR OFFICIAL USE ONLY
5
GENERAL NOTES
A. BUILDING TO HAVE LIGHTNING PROTECTION
AND RADON MITIGATION
NOTES
A. ALL WALLS ARE 1 HR UL RATED AND FIRE
STOPPED
B. ALL EXTERIOR DOORS TO BE HOLLOW
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C. ALL INTERIOR DOORS TO BE HOLLOW
METAL WITH INSULATION
D. ALL CONCRETE TO BE SEALED
E. SEE ROOM DATA SHEETS IN CONTRACT
APPENDIX AA FOR FINISH TYPES
KEYNOTES - ROOF PLAN
US Army Corps
of Engineers
Baltimore District
Sacramento District
1 TAPERED INSULATION ROOF CRICKET
WITH 1/2" / 12" SLOPE IN DIRECTION
INDICATED BY ARROW.
2 SCUPPER AND DOWNSPOUT
3 RADON MITIGATION VENT
4 PREMANUFACTURED EQUIPMENT
MOUNTING SUPPORT
5 WALKWAY PAD
KEYNOTES - FLOOR PLAN
1 HOUSEKEEPING PAD
2 STRUCTURAL CONCRETE COLUMN; RE:
STRUCT.
3 PRECAST CONCRETE COMPOSITE PANEL
4 ELECTRICAL HOUSEKEEPING PAD
5 SEALED CONCRETE FLOOR
6 ROOF ACCESS LADDER
7 3"x3" DOWNSPOUT, TIE TO STORM DRAIN
8 RADON PIT, BELOW CONCRETE SLAB.
9 REINFORCED CONCRETE SLAB. 1/4" / 12"
SLOPE AWAY FROM BUILDING
10 FLOOR DRAIN; SLOPE FLOORS 1%
TOWARDS DRAINS; CLEANOUT, SEE
PLUMBING
1 1 4'x4'x3' SUMP PIT WITH HEAVY TRAFFIC
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12 REFER TO IFC 11.3 - SHEET MY1 04 FOR
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1
3
4
5
6
EXPOSED STRUCTURE; NO FINISHED
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5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
DOOR AND FRAME SCHEDULE
FRAME
DOOR
DETAILS
HARDWARE
ROOM ABBR.
ROOM NAME
NUMBER
OPENING DESCRIPTION
INT. or EXT.
FIRE RATING
ELEV.
MATERIAL
LEAVES
WIDTH
HEIGHT
ELEV.
JAMB
HEAD
THRESHOLD
SET NO.
REMARKS
FP
FIRE PUMP ROOM
FP2
FLUSH DOOR PAIR
EXT.
60 MIN.
B
HM INSUL
2
o
1
CO
p
1
p
A
3/A550
3/A550
7/550
75
FP
FIRE PUMP ROOM
FP1
FLUSH SINGLE DOOR
EXT.
60 MIN.
A
HM INSUL
1
o
1
CO
-4
1
p
B
3/A550
3/A550
2/550
21
IR
INVERTER ROOM
IR1
FLUSH SINGLE DOOR
INT
60 MIN.
A
HM
1
o
1
CO
-4
1
p
B
5/A550
4/A550
2/550
2
PR
PUMP ROOM
PR2
FLUSH SINGLE DOOR
EXT.
60 MIN.
A
HM INSUL
1
o
1
CO
"4
1
p
B
3/A550
3/A550
2/550
21
PR
PUMP ROOM
PR1
FLUSH DOOR PAIR
EXT.
60 MIN.
B
HM INSUL
2
o
1
CO
p
1
o
A
3/A550
3/A550
7/550
75
TR
TRANSPORT ROOM
IR1
FLUSH SINGLE DOOR
INT
60 MIN.
A
HM
1
3' - 0"
1
p
B
5/A550
4/A550
2/550
2
SEE SCHEDULE
7T
7f
Q
LU
n=
o
co
LU
LU
CO
FLUSH SINGLE DOOR
DOOR TYPE: A
FLUSH DOOR PAIR
DOOR TYPE: B
SEE SCHEDULE
FRAME TYPE A
FRAME TYPE B
DOOR TYPES
FRAME TYPE - HOLLOW METAL
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
ROOM FINISH SCHEDULE
Room
Name
Floor
Base
Walls
Ceiling
Ceiling
Height
Notes
Room
N
E
s
w
Type
PH-1-FPR/1
FIRE PUMP ROOM
SC
SC
SC
SC
sc
sc
EXP
1
PH-1-FPR/1
PH-1-IR/1
INVERTER ROOM
SC
sc
sc
sc
sc
sc
EXP
1
PH-1-IR/1
PH-1-PR/1
PUMP ROOM
sc
sc
sc
sc
sc
sc
EXP
1
PH-1 -PR/1
PH-1-TR/1
TRANSPORT ROOM
sc
sc
sc
sc
sc
sc
EXP
1
PH-1-TR/1
NOTES:
1. ALL FLOOR FINISHES TO BE NON-SLIP SURFACES.
ROOM FINISH LEGEND
TAG
DESCRIPTION
EXP
EXPOSED STRUCTURE
SC
SEALED CONCRETE OR MASONRY
HOLLOW METAL
FRAME PAINTED,
BEYOND
DOOR - SEE SCHEDULE
THRESHOLD, SET IN
BED OF MASTIC.
SCHEDULED FLOOR
THRESHOLD DETAIL SINGLE LEAF DOORS
SCALE: 3" = 1'-0"
RE: WALL TYPES
f f
HOLLOW METAL HEAD DETAIL @ MASONRY
SCALE: 3" = r-0"
EXTERIOR
SCHEDULED WALL
RE: WALL TYPES
DOOR SWING (SEE PLANS)
FULLY GROUTED
HOLLOW METAL FRAME
CMU WALL ASSEMBLY
SCALE: 1 1/2" = I'-O"
EXTERIOR
LINE OF PANEL REVEAL
HOLLOW METAL FRAME
DOOR AS SCHEDULED
HM FRAME ANCHORED TO
PRECAST PANEL
CONT. BACKER ROD
AND JOINT SEALANT
BOTH SIDES
PRECAST COMPOSITE
CONCRETE PANEL
INTERIOR
( \ THRESHOLD DETAIL @ EXTERIOR DOORS / V
J \ HM DOOR HEAD (EXTERIOR)
A550)
SCALE: 3" = 1'-0" V
A55C)/
SCALE: 3" = 1'-0"
US Army Corps
of Engineers
Baltimore District
Sacramento District
7/7/2011 4:51:05 pm
UNCLASSIFIED//FOR OFFICIAL USE ONLY
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
2
SYMBOLS LEGEND
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
FI ^
96'-4"
PRECAST CONCRETE COLUMN
WALLS,
FOOTING MARK (SF = STRIP FOOTING)
T/FOOTING ELEVATION
CD
ELEVATION SYMBOL
STEP
SLOPE
KEY NOTE
SUBGRADE
NEW GRID LINES
— WELDED-WIRE REINFORCEMENT
O
FORM SAVER
DRAWING REVISION NUMBER
CURRENT REVISION CLOUD
STRUCTURAL MASONRY WALL
MASONRY CONTROL JOINT
CAST-IN-PLACE CONCRETE (ON PLAN)
PRECAST CONCRETE
OVERFRAMING STRUCTURE
ABBREVIATIONS
/ Per
@ At
AB Anchor Bolt
ADDNL Additional
AFF Above Finished Floor
ALT Alternate
ALUM Aluminum
APA American Plywood Association
APPROX Approximate
ARCFI Architect or Architectural
B / Bottom of
BAL Balance
BD Board
BG Backgouge
BL Brick Ledge
BLDG Building
BLKG Blocking
BM Beam
BN Boundary Nail
BO Bottom of
BOT or B Bottom
BOS Bottom of Steel
BRG Bearing
BSMT Basement
BTWN Between
CC Center to Center
CG Center of Gravity
CIP Cast-In-Place
CJ Control Joint
CJP Complete Joint Penetration
CL Centerline
CLG Ceiling
CLR Clear
CMU Concrete Masonry Unit
COL Column
CONC Concrete
CONN Connection
CONST Construction
CONT Continue or Continuous
CONTR Contractor
COORD Coordinate
CSJ Construction Joint
CTR(D) Center(ed)
d Penny
DAS Deformed Anchor Stud
DBL Double
DIA or 0 Diameter
DIAG Diagonal
DIM Dimension
DL Dead Load
DN Down
DO Ditto
DP Drilled Pier or Deep
DT Precast Double Tee
DTL(S) Detail(s)
DWG(S) Drawing(s)
DWL(S) Dowel (s)
(E) or EXIST Existing
EA Each
EC Epoxy Coated
EE Each End
EF Each Face
EJ Expansion Joint
EL Elevation
ELEV Elevator
EMBED Embedded
EN Edge Nail
ENGR Engineer
EOR Engineer-of-Record
EOS Edge of Slab
EQ Equal
EQ SP Equally Spaced
EQUIP Equipment
ES Each Side
EW Each Way
E-W East-West
EXP ANCFI Expansion Anchor
EXP Expansion
EXT Exterior
FAB Fabricate
FF Finished Floor
FIN Finish(ed)
FLG Flange
FLR Floor
FND Foundation
FO Face Of
FP Full Penetration or Fire Proofing
FRAM Framing
FS Far Side
FT Foot or Feet
FTG Footing
FV Field Verify
GA
GALV
GL
GR
GR BM
HDAR
HD
Gage or Gauge
Galvanized
Glu-lam
Grade or Grind
Grade Beam
Headed Anchor Rod
Headed or Holdown
HAS or HDAS Headed Anchor Stud
HDG
HK
HORIZ
HT
HVAC
Lor LG
LB(S)
LB
LCE
LCS
LDH
LL
LLH
LLV
LOC(S)
LONG
LSL
LT
LTE
LTS
LT WT
LVL
Hot Dipped Galvanized
Hook
Horizontal
Height
Heating-Ventilating and A/C
Inside Diameter
Inside Face
Inch
Interior
Precast Inverted Tee Beam
Length
Pound(s)
Precast L-Shaped Beam
Compression Embedment
Compression Lap Splice
Hook Development Length
Live Load
Long Leg Horizontal
Long Leg Vertical
Location(s) or Locate
Longitudinal
Laminated Strand Lumber
Light
Tension Embedment
Tension Lap Splice Length
Lightweight
Level or Laminated Veneer
Lumber
Light Weight Concrete
MACH
MACH RM
MAS
MATL
MAX
MBS
MCJ
MECH
MEP
MIN
MISC
ML
MLS
mm
MNFR
MO
MTL
N
NM
NS
N-S
NIC
NO or#
NOM
NTS
NWC
OAE
OC
OD
O.F.
OH
OPNG
OPP
OVS
PAF
PC
PEN
PERP
PL
PLF
PREFAB
PRELIM
PS
PSF
PSI
PT
7/6/2011 4:57:10 PM
3
4
5
1
DESIGN CRITERIA
GENERAL NOTES
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
4
D
C
. CODES AND STANDARDS:
IA. GENERAL DESIGN
- INTERNATIONAL BUILDING CODE 2006 AND ASCE7-05.
- UFC 3-310-04
IB. LOADS
- ASCE/SEI 7-05 “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES” AND
RFP.
IC. CONCRETE
- AC I 301-05 “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS”
- AC I 318-05 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”
2. SEISMIC LOADS
- PER IBC 2006, ASCE 7-05, UFC 3-310-04
- SEISMIC DESIGN CATEGORY = D
- OCCUPANCY CATEGORY = IV
- SEISMIC USE GROUP = 111
- EARTHQUAKE IMPORTANCE FACTOR, le = 1 .5
- MAPPED SPECTRAL RESPONSE ACCELERATION, Ss= 108.60
- MAPPED SPECTRAL RESPONSE ACCELERATION, SI = 43.70
- MAXIMUM SPECTRAL RESPONSE ACCELERATION, SMS= 1 .157
- MAXIMUM SPECTRAL RESPONSE ACCELERATION, SM1= 0.683
- ACCELERATION-BASED SITE COEFFICIENT, Fa= 1 .066
- VELOCITY BASED SITE COEFFICIENT, Fv= 1 .563
- DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.771
- DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.455
- SOIL SITE CLASS = D
- BASIC STRUCTURAL SYSTEM: BUILDING FRAME SYSTEM
- REDUNDANCY FACTOR =1.0
- STRUCTURAL SEISMIC LATERAL SYSTEM: SPECIAL REINFORCED CONCRETE PRECAST
SHEAR WALLS
- RESPONSE MODIFICATION FACTOR, R = 5.0
- SEISMIC RESPONSE COEFFICIENT, Cs= 0.231
- DEFLECTION AMPLIFICATION FACTOR, Cd= 5.0
- SYSTEM OVERSTRENGTH FACTOR, OMEGA = 2.5
- DESIGN BASE SHEAR EAST-WEST DIRECTION = 240.06 KIPS
- DESIGN BASE SHEAR NORTH-SOUTH DIRECTION = 240.06 KIPS
- SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
1. GENERAL:
IA. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE
STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS
“CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC.
IB. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR
ADDITIONAL REQUIREMENTS.
IC. UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING
UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK.
ID. STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS
UNLESS DIMENSIONED OTHERWISE.
2. USE OF DRAWINGS:
2A. DO NOT SCALE DRAWINGS.
2B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND
SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS
TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL
APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION
SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.
3. TEMPORARY CONDITIONS:
3A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE
CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT
THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS
AND/OR SEQUENCES. REFER TO “LATERAL LOAD RESISTING SYSTEM DESCRIPTION” IN DESIGN
CRITERIA FOR ADDITIONAL INFORMATION.
3B. FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE SLABS-ON-GRADE AND UPPER
SLABS ARE IN-PLACE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED OR
NOTED OTHERWISE ON THE DRAWINGS. USE ONLY HAND OPERATED TOOLS FOR COMPACTION
ADJACENT TO FOUNDATION WALLS AND GRADE BEAMS. GRADE BEAMS SHALL BE BACKFILLED
EVENLY ON BOTH SIDES.
3C. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF SEQUENCING OF ERECTION AND
CONCRETE PLACEMENT TO ACCOUNT FOR THERMAL BEHAVIOR OF BUILDING DURING
CONSTRUCTION.
6. CONSTRUCTION ENGINEERING:
6A. THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY
FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL
REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS,
AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO:
- LAYOUT
- DESIGN FOR FORMWORK, SHORING, AND RESHORING
- DESIGN OF CONCRETE MIXES
- ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING
CONSTRUCTION
- WELD PROCEDURES
- DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS
- SURVEYING TO VERIFY CONSTRUCTION TOLERANCES
- EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO
EQUIPMENT AND MATERIALS
- STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN
DRAWINGS
7. COORDINATION:
7A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO
BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND
DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL
REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK.
7B. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH
ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, AND FIELD
CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL.
7C. SEE ARCHITECTURAL PLANS FOR INTERIOR PARTITIONS. PARTITION FRAMING SHALL
BE CONNECTED TO THE PRIMARY STRUCTURE IN SUCH A WAY SO AS TO ALLOW FOR
VERTICAL LIVE LOAD DEFLECTIONS OF SPAN/360 OF THE FLOOR FRAMING. DO NOT MAKE
RIGID VERTICAL AND HORIZONTAL CONNECTIONS TO THE PRIMARY STRUCTURE IN THE
PLANE OF THE WALL.
8. DEFERRED SUBMITTALS:
8A. THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT
THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE DEFERRED
SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BY
THE CONTRACTOR:
- PRECAST CONCRETE
3. WINDLOADS
- OCCUPANCY CATEGORY = IV
- WIND IMPORTANCE FACTOR, Iw = 1.15
- BASIC WIND SPEED = 90 MPH
- EXPOSURE CATEGORY = C
- TOPOGRAPHIC FACTOR, Kzt= 1 .0
- ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING
- INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18
4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY
THE CONTRACTOR
- PRESSURES LISTED BELOW ARE BASED ON 10 SF EFFECTIVE WIND AREA. FINAL
CALCULATIONS TO BE COMPLETED BY CONTRACTOR
- TYPICAL WALL AREA INWARD PRESSURE = 23 PSF
- TYPICAL WALL AREA OUTWARD PRESSURE = 25 PSF
- WALL CORNERS(OUTWARD) = 30 PSF
- TYPICAL ROOF AREA (OUTWARD) = 25 PSF
- ROOF SPECIAL ZONES (EAVES, RAKES, RIDGES AND CORNERS) (OUTWARD) = 62 PSF
- TYPICAL PARAPETS (INWARD OR OUTWARD) = 65 PSF
5. LATERAL LOAD RESISTING SYSTEM DESCRIPTION:
- COMPOSITE PRECAST WITH CAST-IN-PLACE CONCRETE TOPPING ROOF DIAPHRAGM
SPANNING TO SPECIAL REINFORCED CONCRETE (PRECAST) SHEAR WALLS
4. SUBMITTALS AND SUBSTITUTIONS:
4A. SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS.
- IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE
APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING
SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR
SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE.
- CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS
- ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL
USED TO PREPARE THE SUBMITTAL
- SUBMIT A STATEMENT OF RESPONSIBILITY FOR THE CONSTRUCTION OF THE LATERAL LOAD
RESISTING SYSTEM IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC SECTION 1706
4B. SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS
4C. NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE
CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED
REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE
MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR.
5. OSHA STANDARDS:
5A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN
ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE
CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS.
6. BLAST CRITERIA
- REFER TO RFP FOR REQUIRED INFORMATION
7. GRAVITY LOADS:
GRAVITY LOADS TABLE
LOCATION
SUPERIMPOSED
DEAD LOAD (PSF)
LIVE LOAD (PSF)
LIVE LOAD
REDUCTION
PARTITION
LOAD (PSF)
POINT LOAD
(LB)
ROOF
32 (INCLUDES 7
ROOFING LOAD)
20 MIN UNIFORM
LOAD, SEE NOTE
b FOR SNOW
LOADS
No
2000
SLAB ON GRADE
100 PSF
300 PSF
No
—
9240
FORKLIFT
MECHANICAL
ROOF LOADS
200 PSF
(INCLUDES PAD
WT)
75+EQUIPMENT
No
+/- 3000 **
5B. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER
PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS
WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE
CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS INSTALLED.
5C. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE
STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL
ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA.
A
**= POINT LOAD DUE TO WIND LOAD OVERTURNING MOMENT OF ROOFTOP MECH UNIT TO BE
APPLIED AT EACH (4) CORNER OF THE ROOTOP MECHANICAL UNITS.
7B. DRIFTING, SLIDING AND UNBALANCED SNOW:
- GROUND SNOW LOAD = 50 PSF
- SNOW EXPOSURE FACTOR Ce = 1 .0
- SNOW LOAD IMPORTANCE FACTOR Is = 1 .2
- THERMAL FACTOR Ct= 1.0
- FLAT ROOF SNOW LOAD Pf = 42 PSF
PRECAST SUPPLIER TO DESIGN ROOF FRAMING FOR A SNOW DRIFT LOAD (TOTAL, INCLUDES
DRIFT PLUS BALANCED) OF 82 PSF OVER A DISTANCE OF 14.0 FEET FROM THE PARAPET.
TYPICAL ALL 4 SIDES OF BUILDING.
UNCLASSIFIED//FOR OFFICIAL USE ONLY
i
7/6/2011 4:57:11 PM
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07 JUN 2011
DATE
UDC 12 95% Corrected Final - IFC
UDC 12 95% SUBMISSION
DESCRIPTION
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S002
1
FOUNDATION NOTES
2
STRUCTURAL CONCRETE
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
5
MASONRY NOTES
. DESIGN CRITERIA:
THE GEOTECHNICAL REPORT PREPARED BY PARSONS BRINCKERHOFF DATED APRIL
2011 PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT.
1. GENERAL:
1A. ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE IN
DRAWINGS OR PROJECT SPECIFICATIONS.
D
2. FOOTINGS
- SOIL BEARING PRESSURE = 5000 PSF
- ALLOWABLE 1/3 STRESS INCREASE FOR SHORT TERM LOADS.
- ALLOWABLE COEFFICIENT OF FRICTION = .43
- FROST DEPTH = 52".
- AREAS WHERE LOOSE GRANULAR SOILS ARE ENCOUNTERED WITHIN THE
FOUNDATION EXCAVATION SHOULD BE REMOVED AND REPLACED WITH STRUCTURAL
FILL COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AND AT ± 2
PERCENT OF THE OPTIMUM WATER CONTENT DETERMINED BY ASTM 1557. FILL
MATERIAL SHOULD EXTEND BEYOND EACH EDGE OF THE FOOTINGS AT LEAST 1 FOOT
FOR EACH FOOT OF DEPTH BELOW THE FOOTING.
3. FLOOR SLABS:
3A. MODULUS OF SUBGRADE REACTION, k= 150 PCI
3B. THE UPPER 6" OF THE SUBGRADE SOIL SHOULD BE SCARIFIED AND COMPACTED TO
AT LEAST 95% OF THE MAXIMUM DRY DENSITY AT OR NEAR THE OPTIMUM MOISTURE
CONENT DETERMINED IN ACCORDANCE WITH ASTM D1557. REFER TO GEOTECHNICAL
REPORT.
4. SETTLEMENT:
4A. MAXIMUM FOUNDATION SETTLEMENT= 1.0 INCHES.
4B. MAXIMUM FOUNDATION DIFFERENTIAL SETTLEMENT BETWEEN ADJACENT
BUILDINGS= 0.5 INCHES.
IB. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: “ACI DETAILING
MANUAL” WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: “BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE.”
2. REINFORCING MATERIALS:
2A. SEE ‘REINFORCING MATERIALS TABLE'
3. REINFORCING FABRICATION:
3A. SPLICES:
- NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS
CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS OR
MECHANICAL CONNECTORS.
- SEE ‘LAP SPLICE SCHEDULE’ FOR LAP LENGTHS.
3B. MISCELLANEOUS REINFORCING REQUIREMENTS:
- PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING
CONCRETE PLACEMENT.
- MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED.
- NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED,
PERFORM WELDING IN ACCORDANCE WITH AWS D1.4, LATEST EDITION.
- PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS AS
NOTED IN TYPICAL DETAILS.
3C. INCLUDE IN THE BID THE COST FOR THE MATERIAL, FABRICATION AND PLACING OF 2000 LINEAR FEE
OF #5 REINFORCING BARS AND 1000 LINEAR FEET OF #6 REINFORCING BARS. THE REINFORCING WILL
BE ADDED TO THE SHOP DRAWINGS AND IN FIELD OBSERVATION REPORTS BY THE ENGINEER AS
“ADDED PER GENERAL NOTES.” AN UP-TO-DATE TOTAL OF LINEAR FEET ADDED WILL BE MAINTAINED
AND SUBSTANTIATED BY SHOP DRAWINGS AND FIELD OBSERVATION REPORTS.
4. STRUCTURAL CONCRETE MIX REQUIREMENTS:
4A. SEE ‘CONCRETE MIX TABLE’
5. SLAB-ON-GRADE:
5A. VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION, AND SLAB
FLATNESS/LEVELNESS ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO
INSTALLING FLOORING.
10D. PROVIDE MEMBER CONNECTIONS DETAILED ON THE DRAWINGS. CONNECTIONS
CONCEPTUALLY SHOWN OR NOT SHOWN SHALL BE DESIGNED BY THE PRECAST MANUFACTURER
TO TRANSFER LOADS FROM ERECTION AND FINAL CONDITIONS.
1. DEFINITIONS:
1A. SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND EXTENT OF
MASONRY PARTITIONS. SEE DETAILS ON THE STRUCTURAL DRAWINGS FOR
GENERAL MASONRY PARTITION REQUIREMENTS.
10E. ALL PRECAST FLOORS, ROOFS, AND WALLS ARE TO HAVE A 2-HOUR FIRE RATING.
CONCRETE MIX TABLE
CONC MIX TYPE
INTENDED USE
28 DAY STRENGTH, fc (KSI)
i—
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MAX W/C RATIO, INCLUDING FLYASH
MIN CEMENT MATERIAL (#/CY), INCLUDING FLYASH
MAX AGGREGATE SIZE (IN), NOTE a
SLUMP LIMITS (IN), TOLERANCE = +1 1/2", -1 1/2"
TOTAL AIR CONTENT (%), NOTE b
CEMENT TYPE
REQUIRED ADMIXTURES, NOTE c
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FOOTINGS
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NWC
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470
1
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-
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FAR
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ALL CONC EXPOSED TO
WEATHER OR DEICERS
5
NWC
0.40
564
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II /V
AE, WRA
FAR
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PRECAST TOPPING
SLAB
4
NWC
0.45
517
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NP
II N
—
FAR
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INT SLABS ON GRADE
4
NWC
0.45
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1
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NP
II /V
-
FAR
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SLAB ON GRADE WITH
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FLOORING
4
NWC
0.45
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WRA
FAR
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ALL CONC OTHERWISE
NOT SPECIFIED
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NWC
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II /V
AE
FAR
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PRECAST CONC
*
NWC
*
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*
*
*
*
*
*
2. DESIGN STRENGTH:
2A. DEVELOP 2000 PSI COMPRESSIVE STRENGTH (f m) IN 28 DAYS.
2B. STEEL REINFORCING:
- PRIMARY REINFORCING: ASTM A706, 60 KSI
- HORIZONTAL JOINT REINFORCING: ASTM A82, PREFABRICATED, LADDER TYPE
3. SPLICES:
3A. SEE DETAIL 12/S400
4. INSTALLATION REQUIREMENTS:
4A. GROUT SOLID ALL CELLS CONTAINING REINFORCING, EMBEDDED ITEMS, AND
ALL OTHER CELLS NOTED ON THE CONTRACT DOCUMENTS.
5B. TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING COMPOUND IF
FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT.
6. NON-SHRINK GROUT:
6A. CONFORM TO ASTM Cl 107, GRADES B, OR C.
6B. ACHIEVE 8000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
7. PLACING REINFORCEMENT:
7A. REINFORCEMENT PROTECTION:
- SEE ‘CONCRETE COVER TABLE’
- SEE ACI 318-05 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL
REQUIREMENTS
CONCRETE MIX TABLE NOTES:
a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE
NUMBERS PER ASTM C33:
1”: #57 AGGREGATE
3/8": #8 AGGREGATE
b. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. ‘NP’ IN
COLUMN INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED.
c. ABBREVIATIONS FOR REQUIRED ADMIXTURES AS FOLLOWS:
AE = AIR-ENTRAINING ADMIXTURE. DO NOT USE ENTRAINED AIR FOR STEEL TROWELED FINISHED
FLOORS.
WRA = WATER REDUCING ADMIXTURE.
B
A
7B. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE
FABRIC AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES
SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY
PLACED CONCRETE IS NOT PERMITTED.
8. CONSTRUCTION/CONTROL JOINTS:
8A. SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE
SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE
ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE.
8B. CONSTRUCTION JOINT LOCATION AND CASTING SEQUENCE SHOWN ON THE DRAWINGS IS
SUGGESTED AND HAS BEEN ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM
SHORTENING. SUBMIT DRAWINGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATION AND CASTING
SEQUENCE.
8C. LOCATE CONSTRUCTION JOINTS IN SLABS-ON-DECK , SLABS-ON-GRADE, AND PRECAST TOPPING
SLABS FOR A MAXIMUM LENGTH OF 150 FEET WITH A MAXIMUM AREA OF 15,000 SQUARE FEET.
8D. SHEAR FRICTION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED AS “ROUGHENED” ON THE
DRAWINGS, THE ENTIRE JOINT SURFACE SHALL BE MECHANICALLY ROUGHENED TO A 1/4” AMPLITUDE
AND THOROUGHLY CLEANED. EXPOSE THE COURSE AGGREGATE IN THE HARDENED CONCRETE AND
REMOVE ALL LOOSE MATERIAL.
9. MEP AND OTHER OPENINGS AND EMBEDMENTS:
9A. PROVIDE SLEEVES AT OPENINGS (SUCH AS THOSE REQUIRED FOR PLUMBING AND ELECTRICAL
PENETRATIONS) BEFORE PLACING CONCRETE. DO NOT CUT REINFORCING WHICH MAY CONFLICT.
CORING OF CONCRETE IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL
ENGINEER.
9B. REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR REQUIREMENTS FOR
EMBEDDED CONDUIT AND PIPE. EMBEDDED CONDUIT NOT PERMITTED IN PRECAST FRAMING OR
TOPPING SLABS WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER.
10. PRECAST CONCRETE:
10A. THE STRUCTURAL DRAWINGS SHOW THE INTENT OF THE PRECAST CONCRETE FRAMING.
REINFORCING SHOWN BUT NOT CALLED OUT IS CONCEPTUAL AND SHALL BE DESIGNED BY THE
PRECAST MANUFACTURER. REINFORCING CALLED OUT ON DRAWINGS IS A MINIMUM FOR FINAL IN-
PLACE CONDITIONS.
d. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS:
FAR = FLY ASH REQUIRED. CLASS "F" FLYASH SHALL BE SUBSTITUTED FOR 15-35% OF THE TOTAL
CEMENTATIOUS MATERIALS, EXCEPT FOR CONC MIX TYPE 3 WHICH IS TO HAVE 25% MAXIMYM FLYASH.
e. FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE
PUMPING. ENTRAINED AIR MAY BE USED IF IT CAN BE SHOWN THAT THE FLOOR WILL HAVE A FINISH
ACCEPTABLE TO THE ARCHITECT WITHOUT BLISTERS.
f. * INDICATES CONCRETE MIX DESIGN BY PRECASTER. MINIMUM STRENGTH TO BE 5 KSI.
CONCRETE COVER
CASE
COVER (IN)
COLUMNS, GIRDERS, AND BEAMS
1 1/2
CONCRETE PLACED AGAINST EARTH
3
CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH
2
CONCRETE PLACED ON VOID FORMS WITH MASONITE OR PLYWOOD COVERING
2
JOISTS
1 1/2
SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER
1
REINFORCING MATERIAL TABLE
REINF ELEMENT
ASTM
Fy (KSI)
Fu (KSI)
COMMENTS
TENDONS
A416
-
270
-
TYPICAL REINFORCING
A706
60
80
**
**: OR SEISMICALLY QUALIFIED ASTM A615 REBAR PER ACI 318-05 SECTION 21.2.5. MILL TEST REPORT
IS REQUIRED.
10B. SIZE OF PRECAST MEMBERS SHALL NOT BE CHANGED UNLESS ACCEPTED BY THE ARCHITECT
AND ENGINEER.
10C. PROVIDE RANDOM ORIENTED FIBER REINFORCED BEARING PADS UNLESS NOTED OTHERWISE.
MINIMUM PAD ALLOWABLE COMPRESSION STRESS SHALL BE 1500 PSI.
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/6/2011 4:57:11 PM
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DATE
UDC 12 95% Corrected Final - IFC
UDC 12 95% SUBMISSION
DESCRIPTION
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STRUCTURAL CAST IN PLACE AND PRECAST CONCRETE TESTING
ITEM
FREQUENCY
STANDARD
CRITERIA
REINFORCING STEEL, BOLTS
AND EMBEDMENTS
- WELDING
-
-
PER STRUCTURAL STEEL TESTING
CONCRETE
- COMPOSITE SAMPLE
1. fc < 5000 PSI
100 CY/MIX/DAY
ASTM Cl 72
OBTAIN AT POINT OF PLACMENT. ADJUST
FREQUENCY AS REQUIRED TO PROVIDE
MINIMUM 5 TOTAL TESTS PER MIX BUT NOT
MORE THAN ONE SAMPLE PER TRUCK LOAD.
2. fc > 5000 PSI
50 CY/MIX/DAY
3. fc > 5000 PSI PRECAST
75 CY/MIX/DAY
- SLUMP/SLUMP FLOW
EACH
COMPOSITE
SAMPLE
ASTM C143 (SLUMP)
OR ASTM Cl 611
(SLUMP FLOW)
PERFORM ADDITIONAL TESTS WHEN CONCRETE
CONSISTENCY APPEARS TO CHANGE.
- AIR CONTENT WHEN AIR
ENTRAINMENT IS SPECIFIED
EACH
COMPOSITE
SAMPLE
ASTM C231 PRESSURE
METHOD (NWC)
OBTAIN AIR SAMPLE AT POINT OF PLACEMENT
OR OBTAIN CORRELATION OF AIR BETWEEN
BACK OF TRUCK AND POINT OR PLACEMENT
SUCH THAT CONCRETE IS PLACED WITH
SPECIFIED AIR CONTENT.
- TEMPERATURE
EACH COMPOSITE
SAMPLE AND 60
MINUTE
INTERVALS
ASTM Cl 064
REQUIRED WHEN AIR TEMPERATURE IS 40 °F
AND BELOW OR 80°F AND ABOVE.
- COLD WEATHER CURING
ASTM Cl 074
RECORD MAXIMUM AND MINIMUM CONCRETE
TEMPERATURE DURING CURING PERIOD, WHEN
DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR
BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS
DURING CURING PERIOD.
- COMPRESSIVE STRENGTH
EACH
COMPOSITE
SAMPLE
ASTM C31 (6x12
SPECIMENS)
AND ASTM C39
TEST ONE CYLINDER SPECIMEN AT 7 DAYS AND
TWO CYLINDER SPECIMENS AT 28 DAYS. IF
DESIGN STRENGTH IS NOT ACHIEVED AT 28
DAYS, TEST REMAINING CYLINDER AT 56 DAYS.
ACCEPTANCE CRITERIA PER ACI 318-05.
MEASURE CONCRETE FLOOR
FLATNESS (FF) AND FLOOR
LEVELNESS (FL)
ASTM El 155
PERFORM MEASUREMENTS WITHIN 48 HOURS OF
FINISHING OPERATIONS AND PRIOR TO REMOVAL
OF SHORES OR FORMS. MEASURE AREAS
INDICATED IN THE SPECIFICATIONS.
PRECAST PANEL GROUT
- COMPRESSIVE STRENGTH
ONE SET OF
CUBES PER DAY
OF GROUTING
ASTM Cl 09 MODIFIED
(SEE ASTM Cl 107
SECTION 11.5)
TEST THREE CUBES AT EACH AGE - 1 , 3, 7, AND
28 DAYS
STRUCTURAL CONCRETE TESTING NOTES:
1 . NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS FOR
APPROVAL OR REJECTION OF DEFICIENT CONCRETE.
2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE
PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER
AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND
ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39.
STRUCTURAL CAST IN PLACE AND PRECAST CONCRETE SPECIAL INSPECTIONS
ITEM
FREQUENCY
STANDARD
CRITERIA
REINFORCING STEEL
- DURING PLACEMENT
P
ACI 31 8-05 3.5,7.1-77
VERIFY GRADE, FINISH, SIZE, BAR QUANTITY,
LOCATION, SPACING, COVER, HOOK LENGTHS,
SPLICE LENGTH, SPLICE LOCATIONS, BEND
DIAMETERS, COATING, SURFACE CONDITION,
AND SUPPORT.
- PRIOR TO PLACEMENT OF
CONCRETE
100%
- WELDING
C
AWSD1.4
VERIFY ASTM A706 REINFORCING STEEL.
- FIELD BENDING
P
ACI 301-05 3.3.2.8
-
- COATED REINFORCING
P
ACI 301-05 3.2. 1.2
--
- MECHANICAL CONNECTORS
C
ICC-ES REPORT
—
BOLTS AND EMBEDMENTS
- PRIOR TO PLACEMENT OF
CONCRETE
100%
VERIFY TYPE, FINISH, DIAMETER, LENGTH,
QUANTITY, EMBEDMENT LENGTH, SPACING AND
EDGE DISTANCES. VERIFY USE OF PLACING
TEMPLATE WHERE SPECIFIED.
- WELDING
-
-
INSPECT PER THE STRUCTURAL STEEL TABLE
CONCRETE
- MIX DESIGN
EACH
TRUCK
—
VERIFY USE OF APPROVED DESIGN MIXTURE FOR
EACH TRUCK LOAD
- FORMWORK PRIOR TO
PLACEMENT OF CONCRETE
P
ACI 318-05 6.1.1
INSPECT FIRST POUR OF EACH TYPE (GRADE
BEAM, COLUMN, STRUCTURAL SLAB, SLAB-ON-
DECK, ETC.)
- PLACEMENT OF CONCRETE
C
ACI 318-05 5.9-5.10
-
- CURING
P
ACI 31 8-05 5.11-5.13
-
PRECAST CONCRETE ERECTION
P
—
VERIFY CONFORMANCE TO THE CONTRACTOR'S
SUBMITTED ERECTION PLAN
- SPLICE/GROUT SLEEVES
C
—
VERIFY USE OF APPROVED GROUT PER SPEC
AND WITNESS GROUTING OF EVERY SLEEVE
- PANEL TO PANEL JOINT AND
BASE OF PANEL GROUTING
100%
VERIFY USE OF APPROVED GROUT PER SPEC
AND PREPERATION OF SURFACES AND
GROUTING
- FIELD WELDING
p
-
PER STRUCTURAL STEEL TESTING
7/6/2011 4:57:12 PM
3
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
STRUCTURAL MASONRY SPECIAL INSPECTIONS (LEVEL 2)
ITEM
FREQUENCY
STANDARD
CRITERIA
PRIOR TO START OF WORK
- OBSERVE PREPARATION OF
GROUT SPECIMENS AND/OR
PRISMS
C
ASTM Cl 01 9
ASTM Cl 31 4
- ASSEMBLY COMPRESSIVE
STRENGTH (fm)
—
—
VERIFY PRECONSTRUCTION TESTING MEETS
PROJECT REQUIREMENTS.
DURING WORK
- OBSERVE PREPARATION OF
GROUT SPECIMENS AND/OR
PRISMS
C
ASTM Cl 01 9
ASTM Cl 31 4
- PROPORTIONING OF SITE-
PREPARED MORTAR
EACH DAY
OF WORK
ACI 530.1 2.6A
—
- PROPORTIONING OF SITE-
PREPARED GROUT
EACH DAY
OF WORK
ASTM C476
--
- PROPORTIONING OF OFF-SITE
PREPARED MORTAR OR GROUT
EACH DAY
OF WORK
—
VERIFY PROPORTIONS OF MATERIALS AS
DELIVERED TO THE SITE.
- UNIT PLACEMENT AND
MORTAR JOINT CONSTRUCTION
EACH DAY
OF WORK
ACI 530.1 3.3B
—
- SIZE AND LOCATION OF
ELEMENTS
EACH DAY
OF WORK
ACI 530.1 3.3F
--
- PLACEMENT OF BOLTS AND
EMBEDMENTS
C
VERIFY TYPE, FINISH, DIAMETER, LENGTH,
QUANTITY, EMBEDMENT LENGTH, SPACING AND
EDGE DISTANCES. VERIFY GROUT SPACE
AROUND ANCHORS IN FACE SHELL.
- PLACEMENT OF REINFORCING
STEEL (BARS, JOINT
REINFORCING AND TIES)
EACH DAY
OF WORK
ACI 530.1 3.4
VERIFY TYPE, SIZE, BAR QUANTITY, LOCATION,
SPACING, COVER, SPLICE LENGTH, SPLICE
LOCATIONS, SURFACE CONDITION, SUPPORT AND
SECURING. SEE STRUCTURAL CONCRETE TABLE
FOR WELDING, FIELD BENDING, COATED
REINFORCING, AND MECHANICAL CONNECTORS.
- COLD WEATHER
CONSTRUCTION
EACH DAY
OF WORK
IBC 2104.3
REQUIRED WHEN AIR TEMPERATURE IS
BELOW 40 °F.
- HOT WEATHER
CONSTRUCTION
EACH DAY
OF WORK
IBC 2104.4
REQUIRED WHEN AIR TEMPERATURE IS ABOVE
90 °F.
PRIOR TO GROUT PLACEMENT
- BOLTS AND EMBEDMENTS
100%
VERIFY TYPE, FINISH, DIAMETER, LENGTH,
QUANTITY, EMBEDMENT LENGTH, SPACING AND
EDGE DISTANCES. VERIFY GROUT SPACE AROUND
ANCHORS IN FACE SHELL.
- REINFORCING STEEL (BARS,
JOINT REINFORCING AND TIES)
100%
ACI 530.1 3.4
VERIFY TYPE, SIZE, BAR QUANTITY, LOCATION,
SPACING, COVER, SPLICE LENGTH, SPLICE
LOCATIONS, SURFACE CONDITION, SUPPORT AND
SECURING.
- GROUT SPACE
100%
VERIFY SPACE IS FREE OF MORTAR DROPPINGS
AND DEBRIS, AND CLEANOUTS PROVIDED AS
REQUIRED.
- MORTAR JOINT CONSTRUCTION
100%
ACI 530.1 3.3B
-
DURING GROUT PLACEMENT
- PLACEMENT OF GROUT
C
ACI 530.1 3.5
-
STRUCTURAL MASONRY SPECIAL INSPECTION NOTES:
1 . ITEMS NOTED AS FREQUENCY OF "EACH DAY OF WORK" ARE TO BE OBSERVED AT LEAST 2 TIMES EACH DAY THAT
MASONRY CONSTRUCTION IS IN PROGRESS.
STRUCTURAL MASONRY TESTING (LEVEL 2 - PRISM TEST METHOD)
ITEM
FREQUENCY
STANDARD
CRITERIA
DURING WORK
- ASSEMBLY COMPRESSIVE
STRENGTH (fm)
5,000 SQ FT OR
FRACTION
THEREOF FOR EA
TYPE OF
CONSTRUCTION
ASTM Cl 31 4
TEST ONE SET OF PRISMS AT 7 DAYS AND 2
SETS AT 28 DAYS. A SET SHALL CONSIST OF 2
GROUPS OF 3 PRISMS FOR EACH TYPE OF
CONSTRUCTION.
- SELF-CONSOLIDATING GROUT
SLUMP FLOW
EACH TRUCK
LOAD
ASTM Cl 611
VERIFY SLUMP FLOW AND VISUAL STABILITY
INDEX (VSI).
REINFORCING STEEL, BOLTS
AND EMBEDMENTS
- WELDING
—
—
PER STRUCTURAL STEEL TESTING
QUALITY ASSURANCE GENERAL NOTES
STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING
1. GENERAL:
IA. SCOPE OF WORK
- THE CONTRACTOR WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL
INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN.
- SPECIAL INSPECTIONS AND TESTING INCLUDE THE ADDITIONAL STRUCTURAL SPECIAL INSPECTION AND TESTING
REQUIREMENTS FOR SEISMIC AND/OR WIND RESISTANCE.
- SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC
2006 SECTION 109.
- REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE AND
QUALITY CONTROL.
- REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL INSPECTION AND
TESTING THAT MAY BE REQUIRED.
- SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY
AMENDMENTS TO THESE DOCUMENTS.
IB. DEFINITIONS
- SPECIAL INSPECTOR: THE CONTRACTORS’S DESIGNATED REPRESENTATIVE ENGAGED TO PERFORM INSPECTIONS.
- SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2006 SECTION 1 704
TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS.
- (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK
BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.
OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK.
- (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING
PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.
OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK.
IC. DEFICIENCIES IN WORK
- CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT
DOCUMENTS AND REFERENCED STANDARDS.
- ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE
CONTRACTOR.
2. SHOP FABRICATIONS:
2A. GENERAL
- PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND ASSEMBLIES
AS NOTED HEREIN, UNLESS FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO
PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A CURRENT ICC-ES EVALUATION REPORT.
- SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP FABRICATION AND
QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND APPROVED.
- AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE
TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2006 SECTION 1704.2.2.
2B. SHOP FABRICATIONS INCLUDED
- STRUCTURAL PRECAST CONCRETE
SOILS SPECIAL INSPECTIONS
ITEM
FREQUENCY
STANDARD
CRITERIA
SUBGRADE
- EXCAVATION
P
VERIFY EXCAVATIONS ARE EXTENDED TO
THE PROPER DEPTH AND HAVE REACHED
THE PROPER BEARING MATERIAL
- BEARING MATERIAL
P
SOILS REPORT
VERIFY BEARING MATERIAL IS ADEQUATE TO
ACHIEVE THE DESIGN BEARING CAPACITY
CONTROLLED FILL
(STRUCTURAL FILL/CLSM)
- PRIOR TO PLACEMENT
P
—
VERIFY SUBGRADE HAS BEEN PROPERLY
PREPARED
- PLACEMENT
C
—
VERIFY USE OF PROPER MATERIALS, DENSITIES,
COMPACTION, AND LIFT THICKNESSES
SOILS SPECIAL INSPECTION NOTES:
1 . SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIREMENTS.
2. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL
AND/OR CONTROLLED LOW-STRENGTH MATERIAL.
STRUCTURAL MASONRY TESTING NOTES:
1. SEE SPECIFICATION FOR REQUIREMENTS OF PRECONSTRUCTION LOAD TESTS TO BE PERFORMED BY CONTRACTOR.
UNCLASSIFIED//FOR OFFICIAL USE ONLY
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of Engineers
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07 JUN 2011
DATE
UDC 12 95% Corrected Final - IFC
UDC 12 95% SUBMISSION
DESCRIPTION
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NOTES:
1. SEE S001-S004 SHEETS FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS, AND TESTING REQUIREMENTS.
2. SEE S300 FOR TYPICAL CONCRETE DETAILS.
3. SEE S310 FOR TYPICAL FOOTING DETAILS. SEE 2/S310 FOR SPREAD FOOTING SCHEDULE. TOP OF ALL FOOTINGS TO BE 96'-8".
4. SEE S320 FOR TYPICAL SOG DETAILS.
5. PANELS TO BE 8+3+3±, SEE ARCHITECTURAL DRAWINGS FOR PRECAST WALL PANEL LAYOUT AND JOINTING. SEE S340, S341 FOR PRECAST DETAILS. SEE 2/S340 FOR TYPICAL COLUMN DIMENSIONS.
SEE 8/S310 FOR TYPICAL PW-8 PRECAST WALL REINFORCING.
6. SEE ARCHITECTURAL AND MEP DRAWINGS FOR SLAB SLOPES, DEPRESSIONS, FILL, PADS, AND CURBS NOT SHOWN OR DIMENSIONED ON THE STRUCTURAL DRAWINGS.
7. SEE 5/S340 FOR ADDITIONAL TYPICAL DETAIL REFERENCES.
NOTES:
1. SEE S001-S004 SHEETS FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS, AND TESTING REQUIREMENTS.
2. PROVIDE PRECAST FRAMING MEMBERS AS SHOWN ON PLAN. DESIGN PRECAST MEMBERS FOR THE DESIGN GRAVITY LOADS SHOWN ON S002. DESIGN PRECAST SHEAR WALLS FOR
THE ULTIMATE FORCES SHOWN ON PLAN.
3. TOP OF CONCRETE ELEVATION SLOPES AND IS NOTED ON PLAN.
4. TOPPING SLAB IS 5" THICK AND TO BE REINFORCED WITH #4@18" OC EA WAY. TOP MAT 2 1/2" CLEAR FROM TOP OF CONCRETE.
5. SEE 7/S340 FOR ADDITIONAL TYPICAL DETAIL REFERENCES.
6. PANELS TO BE 8+3+3±, SEE ARCHITECTURAL DRAWINGS FOR PRECAST WALL PANEL LAYOUT AND JOINTING.
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NOTE 2 — 60'-0" MAX
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COMBINED
LENGTH
NOTES:
1. SUBMIT LOCATIONS OF CONST JTS FOR REVIEW PRIOR TO CONSTRUCTION
2. LOCATE CONST JTS AT LEAST 5'-0" FROM PILASTERS AND CORNERS.
10
NO SCALE STEM WALL POUR LENGTH LIMITS
B
UNCLASSIFIED//FOR OFFICIAL USE ONLY
FORM SAVER
LESSER OF:
1) LDH
2) MAX AVAILABLE LESS 2"
LTS UNO
NOTE: WHERE LDH IS NOT
AVAILABLE, CAPACITY HAVE BEEN
REDUCED.
NO SCALE TYP FORMSAVER
1ST POUR I 2ND POUR
CONT KEY, TYP
T > 16"
1 1/2"
EDGES MAY BE
ANGLED AT
CONTR'S OPTION T
NOTES:
T < 16"
1. CLEAN SURFACES AND REMOVE LAITANCE
2. WET SURFACE AND REMOVE STANDING WATER PRIOR TO PLACING CONCRETE
8
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Q_
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o
CM
BAR TO MATCH
SLAB REINF
OPENING
NOTES:
1 . DETAIL APPLIES FOR ALL OPNGS IN METAL DECK SLABS, SOG'S, AND TOPPING SLABS
2. REINF NOT REQUIRED AT OPNGS SMALLER THAN 10"x10"
3. SEE OTHER DTLS FOR REINF AT OPNGS IN CONC WALLS AND CONC STR SLABS
NO SCALE TYP TRIM REINF
LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (INCHES)
Fc
= 4,000
PSI
Fc
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BAR SIZE
BAR SIZE
COMP
TENSION
COMP
TENSION
(IN-LB)
(METRIC)
LCE
LCS
LDH
LTE
LTE
LTS
LTS
LCE
LCS
LDH
LTE
LTE
LTS
LTS
TOP
OTHER
TOP
OTHER
TOP
OTHER
TOP
OTHER
#3
#10
8
12
6
18
14
24
18
8
12
6
17
13
22
17
#4
#13
9
15
7
25
19
32
25
9
15
6
22
17
29
22
#5
#16
12
19
8
31
24
40
31
11
19
7
28
21
36
28
#6
#19
14
23
10
37
28
48
37
14
23
9
33
25
43
33
#7
#22
17
26
12
54
42
70
54
16
26
10
48
37
63
48
#8
#25
19
30
13
62
47
80
62
18
30
12
55
42
72
55
#9
#29
21
34
15
70
54
91
70
20
34
13
62
48
81
62
#10
#32
24
38
17
78
60
102
78
23
38
15
70
54
91
70
#11
#36
27
42
19
87
67
113
87
25
42
17
78
60
101
78
GENERAL NOTES:
1. 'LCE' = COMPRESSION EMBEDMENT LENGTH, 'LCS' = COMPRESSION LAP SPLICE LENGTH, 'LTE' = TENSION EMBEDMENT LENGTH,
'LTS' = TENSION LAP SPLICE LENGTH, 'LDH' = HOOK DEVELOPMENT LENGTH
2. 'TOP' BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 IN. OF FRESH CONCRETE IS CAST BELOW THE BAR
3. ALL BARS THAT ARE NOT 'TOP' BARS ARE 'OTHER' BARS
4. UNLESS NOTED OTHERWISE, ALL HOOK BARS SHALL EXTEND TO THE FAR FACE (LESS 2" COVER)
LAP SPLICE NOTES:
1 . ALL SPLICES SHALL BE WIRED IN CONTACT AND STACKED VERTICALLY
2. ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE
3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS
4. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED
5. BUNDLED BAR SPLICES:
A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL BE STAGGERED
B. INCREASE LAP LENGTH 20% FOR A 3 BAR BUNDLE
C. INCREASE LAP LENGTH 33% FOR A 4 BAR BUNDLE
6. IF A NOTE OR DETAIL CALLS FOR A BAR TO BE EMBEDDED Ld (DEVELOPMENT LENGTH) INTO CONCRETE, THIS LENGTH SHALL CORRESPOND TO A 'LTE' LAP
ADJUSTMENTS TO GIVEN LAP LENGTHS:
1 . IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LAP LENGTHS BY 50%
2. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP LENGTHS BY 30%
3. SCHEDULED LAP LENGTHS ASSUME:
A. CLEAR COVER IS GREATER THAN BAR DIAMETER, BUT NOT LESS THAN 3/4"
B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS
C. IF EITHER CONDITION A OR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50%
4. SPLICE LENGTHS NOTED BASED ON Fy = 60,000 PSI. FOR OTHER YIELD STRENGTHS, MULTIPLY SPLICE LENGTHS NOTED BY Fy/60,000
HOOK EMBEDMENT NOTES:
1 . SCHEDULED HOOK EMBEDMENT LENGTHS ASSUME:
A. SIDE COVER IS 2 1/2 INCHES OR GREATER
B. COVER BEYOND IS 2 INCHES OR GREATER
2. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LAP LENGTHS BY 20%
3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP LENGTHS BY 30%
4. IF SIDE COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40%
SEISMIC NOTES:
1 . IN SPECIAL STRUCTURAL WALLS, ALL LAP LENGTHS SHALL BE INCREASED BY 25%.
2. ALL PRECAST WALLS ARE SPECIAL STRUCTURAL WALLS.
NO SCALE LAP SPLICE & DEVELOPMENT LENGTH SCHEDULE
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STOP WELD (2)
^ BAR DIA'S FROM
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BAR SIZE
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#4
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#5
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#6
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#7
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#3
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#4
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#5
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#6
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NO SCALE
UNCLASSIFIED//FOR OFFICIAL USE ONLY
TYP REBAR WELD SCHEDULE
4d
2 1/2"
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90° HOOK
180° HOOK
PRINCIPAL REINFORCING
90° HOOK
#3-#5
STIRRUPS ONLY
135° HOOK
#3-#8
TIE OR STIRRUP
MAX OFFSET BEND
NOTES:
1. ALL BENDS SHALL BE MADE COLD
2. #14 & #18 BARS SHALL BE BEND TESTED
& LAB APPROVED PRIOR TO BENDING
D1
D2
#3- #8
6d
#3- #5
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#6- #8
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UNCLASSIFIED//FOR OFFICIAL USE ONLY'
lO'-O"
CONTRTO COORD
PRECAST SLEEVE /
DOWEL LOCATIONS
(7) #5 VERT
#4@16" TIES, (3)
AT TOP @ 3"
TOP OF PILASTER = lOO'-O"
UNLESS NOTED OTHERWISE
3/4" = r-0" TYP PILASTER - CORNER
3" COORD
W/ARCH
ROUGHEN ALL PRECAST
JOINTS TYPICAL ALL PANELS
INSULATED SANDWICH
PRECAST PANEL. TYPICAL
3" 8"
CD
^1"
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FOR ADDITIONAL
,S310/ INFORMATION
8
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W/ARCH 3"
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WALL REINF THRU
PILASTER ~ TYP
RE
to
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6
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3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
i i
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ROUGHEN SURFACE
SEE NOTE 1
(4) #5xCONT
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NOTES:
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STANDING WATER IMMEDIATELY PRIOR TO PLACING CONC
NO SCALE TYP STRIP FOOTING
1ST POUR 2ND POUR
MATCH SIZE AND
NUMBER OF FTG
BOT BARS
ELEVATION VIEW
NO SCALE TYP STRIP FOOTING CONST JT
CONTRTO COORD
PRECAST SLEEVE /
DOWEL LOCATIONS
TYP VERT
ALTERNATE HOOK
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(8) #8 VERT
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UNLESS NOTED OTHERWISE
SPREAD FOOTING SCHEDULE
MARK
FOOTING SIZE
LxWxT
REINFORCING
COMMENT
F7x7
7'-0"x7'-0"xT-6"
(8) #6 EW BOT
L BARS
W BARS
T/FTG, SEE PLAN
BOT REINF PER
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EARTHWORK
SPEC
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PLAN DIMENSIONS
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GRADE
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TRENCH
EXCAVATION
TRENCH
EXCAVATION
x
FTG
B/TRENCH EXCAVATION SHALL NOT
EXTEND BELOW THIS LINE
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#4x ■— 1 @12"
CTR EW, EC, (3) MIN EW
RE: ARCH/PLUMBING FOR
SUMP LOCATION
10
NO SCALE PUMP SUMP PIT
B
UNCLASSIFIED//FOR OFFICIAL USE ONLY
PAD THICKNESS, AND
LAYOUT TO BE VERIFIED
BY EQUIPMENT SUPPLIER
PRIOR TO INSTALLTION/
CONSTRUCTION
#4@12" OC EW CENTERED
(PADS 8" THICK OR LESS)
#5@12" OC EW @ 1 6" OC
VERTICAL LIFTS (PADS
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TYPICAL
#3x [_@16"W/(4)#4xCONT
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DRILL AND EPOXY
CO
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3'-0x3'-0 PIT RE: ARCH
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RE: ARCH FOR PIT
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L2x2x3/8)
8
3/4- = r-o” DETAIL AT RADON PIT
DIAMOND OR
ROUND
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TOOLED JT AT
EXPOSED AREAS
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COLUMN
OR
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FIRST POUR,
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CONCRETE ENCASEMENT
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6
NO SCALE TYP SOG CONC CURB
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MAX POUR AREA
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PROVIDE TYP
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ALL OPNGS,
NOTCHES, AND
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CORNERS
NOTES:
1 . KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENT
2. PROVIDE ADDITIONAL CONTROL JOINTS AT ABRUPT CHANGES IN THICKNESS AND LOCATIONS PRONE TO CRACKING. COORD LOOS WITH FLOOR FINISHES AND INTERIOR WALLS
NO SCALE TYP SOG KEY PLAN
#4@12 EC, EW,
CENTERED IN SLAB
#4xk
#4xCONT TYP
(3) #4 EC, 3 SIDES
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(1) #4xCONT
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RE: ARCH FOR STOOP REQUIREMENTS
NO SCALE TYP SOG EXT THRESHOLD
7" AND LARGER
4" (MIN) THRU 6"
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NOTES:
1 . SEE ARCH FOR SIZES AND LOCATIONS
1 1
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1ST POUR, 2ND POUR
#4@12" EW
CENTERED IN SLAB
BAR SUPPORTS,
SEE SPEC
NOTE 2
NOTE 3
GEOTEXTILE FABRIC
NOTE 1
BOND BREAKER
CONSTRUCTION JOINT
ROUND DOWEL
BASKET ASSEMBLY W/
1"0x16"@12"OC
GEOTEXTILE FABRIC -
NOTES:
v H CONT VAPOR
^^“rr^”TTf— Tfl— n RETARDER WHERE
REQD, SEE ARCH
CONTROL JOINT
1. PROVIDE TOOLED JT OR SAW CUT AS SOON AS THE CONC HAS HARDENED
SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING, OR TEARING (BUT
NOT MORE THAN 12 HOURS AFTER CASTING)
2. RADON AGGREGATE COURSE: 4" LAYER OF COMPACTED ASTM C-33-90, #5
AGGREGATE WITH 50% FREE VOID SPACE, SEE ARCH DRAWING AND EARTHWORK SPEC
3. REMOVE AND REPLACE THE TOP 12" OF SOIL WITH STRUCTURAL FILL
4. PREPARED/COMPACTED SUBGRADE, SEE EARTHWORK SPEC AND PROJECT SOILS
REPORT
5. SEE ARCH DRAWING FOR RADON PIT DETAIL AND LAYOUT
r = r-o" TYP SOG - 8" THICK
1 1/2" CLR
#4@12" (2 MIN)
"V
2'-0"
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2'-0"
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TYP WALL, SOLID GROUTED, VERT REINF: #4 @ 24" 00
BOND BEAM W/ (2) #4 AT T/WALL
BOND BEAM W/ (2) #4 AT BOT OF ALL OPNGS
HORIZ JOINT REINF: (2) #4 BOND BEAMS @ 48" OC
LINTEL PER DETAIL 12/S340
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JAMB REINF ES OF OPNG, FULL HEIGHT
DOWELS TO MATCH SIZE AND LOCATION OF VERTICAL BARS, HOOKED
TERMINATE ALL HORIZ REINF AT CONTROL JOINTS
T/WALL SUPPORT, SEE DETAILS THIS PAGE. LOCATE AS FOLLOWS:
(a) 8'-0" OC MAX ALONG WALL LENGTH, UNO
(b) 1'-0" FROM EE OR CONTROL JOINT
(c) 8'-0" MAX FROM WALL INTERSECTIONS (WITHOUT CONTROL JOINT), UNO
AT SERIES OF TWO OR MORE OPNGS, MAS LINTEL REINF SHALL BE CONT. IF
SPACE BTWN OPNGS IS LESS THAN 1'-4", USE OVERALL WIDTH OF SERIES
OF OPNGS TO DETERMINE LINTEL SIZE AND JAMB REINF
WHERE EDGE OF OPENING IS FLUSH WITH PERPENDICULAR WALL, OR
REQUIRED JAMB SIZE IS LARGER THAN AVAILABLE, A CONTROL JOINT IS NOT
PERMITTED AT THIS INTERSECTION
RUNNING BOND PATTERN, TYP, UNO
VERT REINF AT ALL CORNERS
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PRECAST FLANGE
3/4" = 1'-0"
TYP SOG BELOW MASONRY
PARTITION WALL (BRACED AT TOP)
3/4" = I'-O"
TYP MAS PARTITION SUPPORT
PARALLEL TO PC JOIST
MASONRY LAP SPLICE (MLS) & fm = 2000 pSi
DEVELOPMENT LENGTH SCHEDULE = 60 ksi
BAR SIZE
BB
REINF CENTERED (IN)
8", 10", 12" MASONRY
ENGLISH
METRIC
#3
#10
15
#4
#13
20
#5
#16
25
#6
#19
38
#7
#22
52
#8
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#9
#29
81*
INTERIOR MASONRY WALL
JAMB SCHEDULE
LINTEL CLEAR
REINF FULL
JAMB
SPAN, L
HT WALL
WIDTH
L < 4'-0"
(1) #4
8"
4'-0" < L < 8'-0"
(2) #4
16"
JAMB WIDTH
SEE SCHED
CLEAR SPAN
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JAMB WIDTH
SEE SCHED
(2) 1/2"0 HILTI KWIK BOLT TZ
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F0R \S400y
SPACIN
PLACE SCHEDULED BARS AT
EACH JAMB, FULL HT.
MASONRY LINTEL
NOTES:
1. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS
2. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN INSTEAD OF
SCHEDULED LAP LENGTHS
3. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE LENGTHS BY 50%
4. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH SHOWN.
5. WHEN LOW LIFT GROUTING IS USED, AND THE LAP LENGTH EXCEEDS THE GROUT LIFT
HEIGHT (NOTED BY *), A MECHANICAL COUPLER IS REQUIRED IN LIEU OF LAPPED REINF.
PRECAST DT
BOND
BEAM
CONTINUOUS BOND BM
AT BOT OF DT STEMS
TYPICAL VERTICAL
REINF FULL HT OF
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12
3/8" = 1'-0"
MASONRY STRENGTH DESIGN LAP
SPLICE SCHEDULE - 2000
1 1/2" = r-o"
TYP STR MAS JAMB SCHEDULES &
DETAILS UNCLASSIFIED//FOR OFFICIAL USE ONLY
3/4" = 1'-0"
TYP MAS PARTITION WALL SUPPORT
PERP TO DT
7/6/2011 4:57:16 PM
1
2
LIGHTING SYMBOLS
RECEPTACLE SYMBOLS
RP5 n TYPICAL LUMINAIRE DESIGNATIONS
(FI) INDICATES LUMINAIRE TYPE. REFER TO LUMINAIRE
F1 SCHEDULE FOR DESCRIPTION. (RP5) INDICATES PANEL
DESIGNATION, (/7) INDICATES CIRCUIT BREAKER
NUMBER. PROVIDE 20A/1P AND 2#12 FOR EACH CIRCUIT
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INDICATED. SEE GENERAL NOTE 1.
FLUORESCENT LUMINAIRE
O CM
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CEILING OR WALL MOUNTED LUMINAIRE
INDUSTRIAL TYPE FLUORESCENT LUMINAIRE
PENDANT MOUNTED LUMINAIRE
O 0H LUMINAIRE POWERED BY
— EMERGENCY SOURCE
(TYPICAL)
D°0
Do
LUMINAIRE, POLE MOUNTED
INDUSTRIAL TYPE FLUORESCENT LUMINAIRE POWERED
BY EMERGENCY SOURCE
WALL MOUNTED EXIT SIGN, SHADED AREAS INDICATE
NUMBER OF FACES, DIRECTION ARROWS AS INDICATED
CEILING MTD. EXIT SIGN, SHADED AREAS INDICATE
NUMBER OF FACES, DIRECTION ARROWS AS INDICATED
<^J> EMERGENCY BATTERY UNIT LUMINAIRE
@ CONTROL COIL
(p) PHOTO CELL
N4LTGXXXX-01B/X LIGHTING PANEL AND CIRCUIT DESIGNATION
SWITCH SYMBOLS
SINGLE POLE SWITCH, 20A, 120-277VAC
S3 THREE-WAY SWITCH, 20A, 120-277VAC
7A©=
RP-5
0O0
TYPICAL RECEPTACLE CIRCUIT DESIGNATION
(RP-5) INDICATES PANEL DESIGNATION, (7) INDICATES
CIRCUIT BREAKER NUMBER, (A OR B) INDICATES UPS
PANEL SOURCE . (E) INDICATES EMERGENCY PANEL
SOURCE. PROVIDE 20A/1P AND 2#12 FOR EACH CIRCUIT
NUMBER & 1#12G, IN 3/4 " CONDUIT, UNLESS OTHERWISE
NOTED OR SCHEDULED, SEE GENERAL NOTE 1.
DUPLEX RECEPTACLE, 125V, 20A, 2P, 3W
NEMA 5-20R
DUPLEX RECEPTACLE, 125V, 20A, 2P, 3W, NEMA 5-20R,
(GFI) INDICATES GROUND FAULT CIRCUIT INTERRUPTER,
(WP) INDICATES GFI IN WEATHER PROOF ENCLOSURE.
SINGLE RECEPTACLE, 125V, 20A, 2P, 3W
NEMA 5-20R
CLOCK HANGER SINGLE RECEPTACLE, 125V, 20A, 2P, 3W
NEMA 5-20R
DOUBLE DUPLEX RECEPTACLE, 125V, 20A, 2P, 3W
NEMA 5-20R
ISOLATED GROUND DUPLEX RECEPTACLE,
125V, 20A, 2P, 3W
SINGLE RECEPTACLE, 125V, 30A, 2P, 3W
NEMA 5-30R
SINGLE RECEPTACLE, 250V, 20A, 2P, 3W
NEMA 6-20R
SINGLE RECEPTACLE, 250V, 30A, 2P, 3W
NEMA 6-30R
SINGLE RECEPTACLE, 125/250V, 20A, 3P, 4W
NEMA 14-20R
SINGLE RECEPTACLE, 125/250V, 30A, 3P, 4W
NEMA 14-30R
SINGLE RECEPTACLE, 125/250V, 50A, 3P, 4W
NEMA 14-50R
SINGLE RECEPTACLE, 250V, 20A, 3P, 4W
NEMA 15-20R
SINGLE RECEPTACLE, 250V, 30A, 3P, 4W
NEMA 15-30R
BENCH TOP PEDESTAL OUTLET, SINGLE FACE,
RECEPTACLE TYPE AS INDICATED
BENCH TOP PEDESTAL OUTLET, DOUBLE FACE,
RECEPTACLE TYPE AS INDICATED
RAISED FLOOR POWER OUTLET
MOUNTED IN RAISED FLOOR. TYPE AS INDICATED.
RAISED FLOOR COMBINATION OUTLET WITH
TELE/DATA/POWER MOUNTED IN RAISED FLOOR. TYPE
AS INDICATED
CONCRETE FLOOR BOX WITH POWER OUTLET.
TYPE AS INDICATED.
CONCRETE COMBINATION FLOOR BOX WITH
TELE/DATA/POWER OUTLETS. TYPE AS INDICATED.
S4 FOUR-WAY SWITCH 20A, 120-277VAC
SM MANUAL MOTOR STARTER SWITCH
RECEPTACLE NOTES:
1. "L" NEXT TO RECEPTACLE INDICATES LOCKING TYPE
(E.G. NEMA L6-30R)
SMOL MANUAL MOTOR STARTER WITH THERMAL OVERLOADS
SQ DIMMER CONTROL
SINGLE POLE SWITCH (LETTER INDICATES
ba SWITCH CONTROL OF A SPECIFIC CIRCUIT)
THREE-POSITION SWITCH, CENTER-OFF, MOMENTARY
b3P CONTACT
THREE POSITION MOMENTARY CONTACT, CENTER OFF
SL LOW VOLTAGE SWITCH (USED TO OVERRIDE MOTOR
OPERATED CIRCUIT BREAKERS)
s LOW VOLTAGE LIGHTING CONTROL SWITCH ( LUTRON )
LV OR APPROVED EQUAL CC-1BRL-WH.
s LUTRON GRAPHIC EYE QS LIGHTING CONTROLLER, OR
GE APPROVED EQUAL.
ELECTRICAL SYMBOLS
® HARD-WIRED CONNECTION
jb|/(jb) JUNCTION BOX
PANELBOARD
DISTRIBUTION/POWER PANEL
O' MOTOR CONNECTION
□H DISCONNECT SWITCH
SQS OCCUPANCY SENSOR WALL SWITCH, INFRARED
/0\ OCCUPANCY SENSOR MOUNTED IN CEILING, DUAL
TECHNOLOGY
(OS)A OCCUPANCY SENSOR MOUNTED IN CEILING, ULTRASONIC
/0\ OCCUPANCY SENSOR MOUNTED IN CEILING ULTRASONIC.
WATTSTOPPER WT-2250, OR APPROVED ALTERNATE
( OS)c OCCUPANCY SENSOR MOUNTED IN CEILING, INFRARED
|ZH FUSED DISCONNECT SWITCH
&1 COMBINATION MAGNETIC MOTOR STARTER
[cip ENCLOSED CIRCUIT BREAKER
OCCUPANCY SENSOR NOTES:
1- PLACE ULTRASONIC SENSORS 6'-0" AWAY FROM
SUPPLY AND RETURN VENTS.
7/6/2011 11:02:55 PM
3
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
ELECTRICAL SYMBOLS (CONTINUATION)
ryi , TRANSFORMER, (SEE TRANSFORMER
1 1 SCHEDULE ON COVER SHEET 2)
T30 CEILING MOUNTED TRANSFORMER
EMERGENCY POWER OFF
I' TEST WELL/GROUND ROD
GROUND BUS
LIGHTNING PROTECTION THROUGH ROOF DOWN
CONDUCTOR
LIGHTNING PROTECTION AIR TERMINAL
START STOP PUSHBUTTON
RAISE-LOWER PUSHBUTTON WITH CENTER STOP
PUSH-PLATE FOR AUTOMATIC DOOR
POWER POLE
VFDJ VARIABLE FREQUENCY DRIVE
i
^QpJ VARIABLE FREQUENCY DRIVE WITH BYPASS
SINGLE LINE DIAGRAM SYMBOLS
<<—□—>> DRAWOUT CIRCUIT BREAKER OVER 600V
<<— ^ -» DRAWOUT CIRCUIT BREAKER
< > DRAWOUT FUSES
CIRCUIT BREAKER
IZh/ — FUSED DISCONNECT SWITCH
oy -■
C(Pr^ FIRE RATED THRU-FLOOR FITTING FOR TEL/DATA/POWER
^ F TO DEMOUNTABLE PARTITION, WITH WHIP.
(?Tr^ WHIP FURNISHED BY OTHERS, AND INSTALLED BY DIV. 16.
W F (F) INDICATES FLUSH MOUNTED.
WALL MOUNTED JUNCTION BOX FOR TEL/DAT A/PWR
V TO DEMOUNTABLE PARTITION WITH WHIP.
( QjT ^ WHIP FURNISHED BY OTHERS, AND INSTALLED BY DIV. 16.
S FIRE RATED THROUGH-FLOOR FITTING WITH
DEVICE AS INDICATED.
^F (F) INDICATES FLUSH MOUNTED.
EQUIPMENT IDENTIFICATION TAGS
MULTFOUTLET RACEWAY WITH RECEPTACLE.
HP T SP TYPE AND CIRCUIT DESIGNATION AS INDICATED
WIRE/CONDUIT EXPOSED
^ 'N WIRE/CONDUIT CONCEALED
WIRE/CONDUIT CONCRETE ENCASED OR DIRECT BURIED
GROUNDING CONDUCTOR, SIZE AS INDICATED.
z- LPX LIGHTNING PROTECTION CONDUCTOR, SIZE AS INDICATED.
2W20 HOME RUN INDICATION WITH PANEL DESIGNATION (RP5),
A CIRCUIT No.(7)&(9), OVERCURRENT PROTECTION "AMPS
AND POLES" (20/2) AND WIRE/CONDUIT DESIGNATION
>(20/2) (2W20). SEE WIRE AND CONDUIT SIZE SCHEDULE.
RP5-7 g PROVIDE 20A/1P AND 2 #12 FOR EACH HOMERUN
ARROW & 1 #12G IN 3/4 " CONDUIT, UNLESS OTHERWISE
INDICATED. SEE GENERAL NOTE 1.
E UNDERGROUND DUCT BANK - ELECTRIC
UNDERGROUND DUCT BANK -
COMMUNICATION/DATA/TELEPHONE
MANHOLE
hh] HANDHOLE
CABLE 1/C Ml CABLE- SINGLE CONDUCTOR
rrm
rrm
f®
• Hi'1
L.A. 1
'GEN'
N E
a o
?N E*
J<^L'
1 Ml
CABLE, 3/C
(1) Ml CABLE, THREE CONDUCTOR
DISCONNECT SWITCH
<fOZO— FUSED DRAWOUT CIRCUIT BREAKER
FUSE
CONTACT
RELAY - SEE RELAY SCHEDULE ON
COVER SHEET 2.
POWER TRANSFORMER WITH VOLTAGES
AS INDICATED
SHIELDED K RATED POWER
TRANSFORMER WITH VOLTAGES AS
INDICATED
DRAWOUT CIRCUIT BREAKER, ELECTRIC
OPERATED.
CIRCUIT BREAKER, ELECTRIC OPERATED.
i (VH TO BUS PT'S
MULTIFUNCTION METER
CURRENT TRANSFORMER, QUANTITY
AND RATIO AS INDICATED.
GROUND CURRENT, ZERO SEQUENCE |
TYPE TRANSFORMER. RATIO AS INDICATED.
POTENTIAL TRANSFORMER, QUANTITY
AS INDICATED.
DRAWOUT POTENTIAL TRANSFORMER,
QUANTITY AS INDICATED.
LIGHTNING ARRESTOR
TRANSFORMER CONNECTION DELTA-
RESISTANCE GROUNDED WYE
TRANSFORMER CONNECTION
DELTA-GROUNDED WYE
STATIC BYPASS SWITCH
GENERATOR
AUTOMATIC TRANSFER SWITCH
AUTOMATIC
TRANSFER AND
BYPASS ISOLATION
SWITCH
SS
CL01
FXXXXXXXX
ELECTRIC INTERLOCK
SURGE PROTECTION DEVICE
AMMETER
AMMETER SWITCH
VOLTMETER
VOLTMETER SWITCH
WATTMETER
KILOWATT-HOUR METER WITH
15 MIN. DEMAND REGISTER
KILOVAR HOUR METER
POWER FACTOR METER
TERMINAL BLOCK
CONTROL SWITCH
POWER QUALITY METER
SELECTOR SWITCH
BATTERY
FEEDER CONNECTION
REFERENCE
MEDIUM VOLTAGE
UNDERGROUND CONDUIT
ROUTING REFERENCE FEEDER
LOW VOLTAGE UNDERGROUND
CONDUIT ROUTING REFERENCE
FEEDER
COMMUNICATION SYMBOLS
~E
— MCB
WHERE PANELBOARD
INDICATED
t , ■ (3) Ml CABLES, SINGLE CONDUCTOR EACH
LADLho,l/L
INDICATES 'FRONT OF ELECTRICAL EQUIPMENT'
A
DATA OUTLET BOX WITH 1"C UP TO
ACCESSIBLE CEILING AREA OR DOWN
BELOW RAISED FLOOR
COMBINATION VOICE/DATA DOUBLE
GANG BOX WITH SINGLE GANG
REDUCER AND 1"C UP TO ACCESSIBLE
CEILING AREA OR DOWN BELOW RAISED
FLOOR
SINGLE GANG BOX WITH 3/4"C UP TO
ACCESSIBLE CEILING AREA OR DOWN
BELOW RAISED FLOOR FOR WALL
PHONE.
MULTI-OUTLET RACEWAY WITH
DATA/TELE OUTLETS AS INDICATED
DATA DROP LOCATION.
PROVIDE (2) 3" DIAMETER
HOLES WITH COVERED
GROMMETS IN FLOOR TILE.
TYPE AS INDICATED.
PROVIDE MINIMUM 6"
SEPARATION BETWEEN
GROMMETS.
CONCRETE FLOOR BOX
WITH ELEC/DATA OUTLET.
TYPE AS INDICATED.
SINGLE GANG CATV OUTLET
BOX WITH 1"C UP TO
NEAREST ACCESSIBLE
CEILING AREA OR DOWN
BELOW RAISED FLOOR.
SCADA DROP.
RUN 1" CONDUIT BACK TO
SCADA CABINET INDICATED
ON PLANS.
1 U2RCPTXXXX-XXA&B /
INDICATES CIRCUIT PANEL DESIGNATION
UNCLASSIFIED//FOR OFFICIAL USE ONLY
GENERAL NOTES:
1. THESE ARE STANDARD COVER SHEET
ABBREVIATION LISTS AND SYMBOLS.
DISREGARD UNUSED ABBREVIATIONS
AND SYMBOLS.
US Army Corps
of Engineers
Baltimore District
Sacramento District
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D H I n LU
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Drawing No.
10
E001
1
2
3
ABBREVIATIONS
UNCLASSIFIED//FOR OFFICIAL USE ONLY
A, AMP
AC
AF
AFF
AFG
AFU
AHU
AIC
AL
AS
AM
AT
ATS
AUX
A /V
AWG
BAS
BFF
BKR
BLDG
BP
BSC
C
C/CDT
CALC
CATV
CB
CBN
CCTV
CKT
CLG
CLST
CO
COAX
COL
COMM
CP
CPT
CPU
CR
CRT
CS
CU
CUH
CT
CWP
D
DC
DDC
DEMO
DIA
DN
DISC
DIST
DWG
E
EC
EF
EL
ELECT,
ELEV
EMT
EO
EOL
EPO
EQ
EQUIP
ER
EWC
EX
F
FA
FCC
FCU
FDDI
FDR
FH
FIP
FIXT
FLA
FLR,FL
FLUOR
FO
FP
FPB
FU
FUT
FVR
FVNR
G
GA
GEN
GF
GFE
GFCI
AMPERE(S) CND, GRD
ALTERNATING CURRENT GPS
AMPERE FRAME (CIRCUIT BREAKER) GRC
ABOVE FINISHED FLOOR HH
ABOVE FINISHED GRADE HID
AMPERE FUSE HOA
AIR HANDLING UNIT HP
AMPERE INTERRUPTING CAPACITY HT
ALUMINUM HWP
AMMETER SWITCH HV
AMMETER HZ
AMPERE TRIP (CIRCUIT BREAKER) l/INST
AUTOMATIC TRANSFER SWITCH IBN
AUXILIARY ICM
AUDIOVISUAL ICR
AMERICAN WIRE GAUGE IG
BUILDING AUTOMATION SYSTEM IMC
BELOW FINISHED FLOOR INSTR
BREAKER JB,JBOX
BUILDING JP
BYPASS, BOOSTER PUMP K
BIOLOGICAL SAFETY CABINET KA
CONDUCTOR KCM
CONDUIT KEF
CALCULATION KW
CABLE TELEVISION KWH
CIRCUIT BREAKER KV
COMMON BONDING NETWORK KVA
CLOSED CIRCUIT TELEVISION KVAR
CIRCUIT L
CEILING LA
CLOSET LAB
CONDUIT ONLY LAN
COAXIAL CABLE LT
COLUMN LTG
COMMUNICATIONS LP
CONTROL PANEL M
CONTROL POWER TRANSFORMER mm
CENTRAL PROCESSING UNIT mm2
CARD READER MAX
CATHODE RAY TUBE MONITOR MCB
CONTROL SWITCH MCC
COPPER MCCB
CABINET UNIT HEATER MDF
CURRENT TRANSFORMER MECH
CULINARY WATER PUMP MFR
DEPTH MH
DIRECT CURRENT Ml
DIRECT DIGITAL CONTROL MIN
DEMOLITION MIC
DIAMETER MLO
DOWN MPS
DISCONNECT MS
DISTRIBUTION MTD
DRAWING MTG
ELECTRIC /EMERGENCY MTS
ELECTRICAL CONTRACTOR, EMPTY CONDUIT
EXHAUST FAN
ELECVATION
ELEC ELECTRICAL
ELEVATOR
ELECTRICAL METALLIC TUBING
ELECTRICALLY OPERATED
END OF LINE DEVICE
EMERGENCY POWER OFF
EQUAL
EQUIPMENT
EXISTING TO BE RELOCATED
ELECTRIC WATER COOLER
EXISTING TO REMAIN
FLUSH
FIRE ALARM
FIRE COMMAND CENTER
FAN COIL UNIT
FIBER DISTRIBUTED DATA INTERFACE
FEEDER
FUME HOOD
FIELD INTERFACE PANEL
FIXTURE
FULL LOAD AMPERES
FLOOR
FLUORESCENT
FIBER OPTIC
FIRE PUMP
FAN POWERED BOX
FUSE
FUTURE
FULL VOLTAGE REVERSIBLE
FULL VOLTAGE NON REVERSIBLE
GROUND (CONDUCTOR)
GAUGE
GENERATOR
GROUND FAULT
GOVERMENT FURNISHED EQUIPMENT
GOVERMENT FURNISHED, GOVERMENT
INSTALLED
GROUND FAULT CIRCUIT INTERRUPTER
N
NEC
NC
NIC
NO
NORM
NTS
NWP
OC
OCB
OL
OS
P
PA
PB
PBX
PC
PDU
PF
PFCC
PGB
PH,0
PNL
PP
PR
PRI
PT
PVC
PWR
QTY
RE
REC.RECPT
REPO
REQ,REQD
RF
RIM
RM
RO
RP
RVAT
RTU
GROUND RUPS
GENERATOR PARALLELING SWITCHGEAR SCA
GALVANIZED RIGID STEEL CONDUIT SD
HAND HOLE SEC
HIGH INTENSITY DISCHARGE SF
HAND-OFF-AUTOMATIC SWITCH SF6
HORSEPOWER SPD
HEIGHT SPEC
HOT WATER PUMP SPKR
HIGH VOLTAGE SRG
HERTZ SS
INSTANTANEOUS ST
ISOLATED BONDING NETWORK STD
INTERCOM MASTER STP
INTERCOM REMOTE STS
ISOLATED GROUND SW
INTERMEDIATE METAL CONDUIT SWBD
INSTRUMENT/INSTRUMENTATION SWGR
JUNCTION BOX SYM
JOCKEY PUMP SWP
KEY LOCK (KEY INTERLOCK SCHEME) SYS
KILOAMPERES T
THOUSAND CIRCULAR MILS TB
KITCHEN EXHAUST FAN TELECOM
KILOWATTS TDR
KILOWATT HOUR TEF
KILOVOLTS TEL, TELE
KILOVOLT-AMPERES TGB
KVA REACTIVE TR
LOCKING TYPE/LOAD TV
LIGHTNING SURGE ARRESTER TYP
LABORATORY UC
LOCAL AREA NETWORK UH
LONGTIME UL
LIGHTING AUNO
LIGHTING PANEL UON
METER UPS
MILLIMETER UTP
MILLIMETERS SQUARED V
MAXIMUM VA
MAIN CIRCUIT BREAKER VAV
MOTOR CONTROL CENTER VFD
MOLDED CASE CIRCUIT BREAKER VM
MAIN DISTRIBUTION FRAME VS
MECHANICAL W/
MANUFACTURER W
MANHOLE WCR
MINERAL-INSULATED WM
MINIMUM WP
MEDIA INTERFACE CONNECTOR WT
MAIN LUGS ONLY XFMR
MANUAL PULL STATION XP
MOTOR STARTER Zl
MOUNTED Y
MOUNTING 2S2W
MANUAL TRANSFER SWITCH 2SR2W
MEDIUM VOLTAGE
NEUTRAL/NORMAL
NATIONAL ELECTRICAL CODE
NORMALLY-CLOSED
NOT IN CONTRACT
NORMALLY-OPEN / NUMBER
NORMAL
NOT TO SCALE
NETWORK PROTECTOR
ON-CENTER
OIL CIRCUIT BREAKER
OVERLOAD(S)
OCCUPANCY SENSOR
POLE
PUBLIC ADDRESS SYSTEM
PUSHBUTTON/PULLBOX
PRIVATE BRANCH EXCHANGE
PHOTOCELL
POWER DISTRIBUTION UNIT
POWER FACTOR
POWER FACTOR CORRECTION CAPACITORS
POWER GROUND BUS
PHASE
PANEL
POWER PANEL
PAIR
PRIMARY
POTENTIAL TRANSFORMER
POLYVINYLCHLORIDE
POWER
QUALITY
REMOVE EXISTING
RECEPTACLE
REMOTE E.P.O.
REQUIRED
RETURN FAN
READER INTERFACE MODULE
ROOM
REVERSE-OSMOSIS
RECEPTACLE PANEL
REDUCED VOLTAGE AUTOTRANSFORMER
REMOTE TERMINAL UNIT
ROTARY UPS
SHORT CIRCUIT AMPERES
SMOKE DETECTOR
SECONDARY
SUPPLY FAN
SULFERHEXAFLORIDE
SURGE PROTECTIVE DEVICE
SPECIFICATION
SPEAKER
SIGNAL REFERENCE GRID
STAINLESS STEEL/SOLID STATE
SHUNT TRIP/SHORT TIME
STANDARD
SHIELDED TWISTED PAIR
STATIC TRANSFER SWITCH
SWITCH
SWITCHBOARD
SWITCHGEAR
SYMMETRICAL
SECONDARY WATER PUMP
SYSTEM
TRANSFORMER
TERMINAL BLOCK
TELECOMMUNICATIONS
TIME DOMAIN REFLECTOMETER
TOILET EXHAUST FAN
TELEPHONE
TELECOMMUNICATIONS GROUND BUS
TELEPHONE ROOM
TELEVISION
TYPICAL
UNDER-COUNTER
UNIT HEATER
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
UNLESS OTHERWISE NOTED
UNINTERRUPTIBLE POWER SUPPLY
UNSHIELDED TWISTED PAIR
VOLT(S)
VOLT AMPSERES
VARIABLE AIR VOLUME BOX
VARIABLE FREQUENCY DRIVE
VOLTMETER
VOLTMETER SWITCH
WITH
WIRE/WATT/WIDTH
WITHSTAND CURRENT RATING
WATTMETER
WEATHERPROOF
WATERTIGHT
TRANSFORMER
EXPLOSION-PROOF
ZONE INTERLOCKING
DELTA-WYE
TWO SPEED TWO WINDING
TWO SPEED REVERSING TWO WINDING
GENERAL NOTES:
1. PROVIDE EACH 120V, 20A BRANCH CIRCUIT FROM
LIGHTING AND APPLIANCE PANELBOARDS WITH A
SEPARATE NEUTRAL FOR EACH PHASE
CONDUCTOR. NO SHARED NEUTRALS ARE
PERMITTED UNLESS OTHERWISE INDICATED.
BRANCH CIRCUIT HOME RUN WIRING MAY BE
COMBINED UP TO MAXIMUM OF (9) CURRENT
CARRYING CONDUCTORS IN A CONDUIT SIZED
PER NFPA 70. NEUTRALS SHALL BE INCLUDED AS
CURRENT CARRYING CONDUCTORS.
2. THESE ARE STANDARD COVER SHEET
ABBREVIATION LISTS AND SYMBOLS. DISREGARD
UNUSED ABBREVIATIONS AND SYMBOLS.
3. REFER TO ARCHITECTURAL REFLECTED CEILING
PLANS FOR LUMINAIRE LOCATONS.
4. ELECTRICAL CONTRACTOR SHALL COORDINATE
LOCATION OF LUMINAIRES WITH OTHER TRADES.
5. FOR LOCATION OF MECHANICAL EQUIPMENT,
REFER TO MECHANICAL PLANS.
6. A '+' BESIDE A DEVICE INDICATES MOUNTED
ABOVE CASEWORK OR COUNTER. A 'UC' BESIDE A
DEVICE INDICATES MOUNTED UNDER COUNTER.
7. PROVIDE NO 10 AWG PHASE, NEUTRAL, AND
GROUND CONDUCTORS FOR 120 VOLT, 20
AMPERE BRANCH CIRCUITS EXCEEDING 100 FEET
AND FOR 277 VOLT, 20 AMPERE CIRCUITS
EXCEEDING 200 FEET.
8. MINIMUM CONDUCTOR FOR LIGHTING RUNS
BETWEEN BAYS SHALL BE #10 THHN/THWN IN
EMT. MINIMUM CONDUCTOR FOR CIRCUIT FROM
JUNCTION BOX TO LIGHT FIXTURE SHALL BE #12
THHN/THWN IN FMC OR LFMC AS REQUIRED (6
FOOT MAXIMUM).
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/6/2011 11:03:06 PM
4
5
D
C
B
A
1
2
3
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
COPPER WIRE AND CONDUIT SCHEDULE
(3) WIRE
(4) WIRE
(2) AND (5) WIRE
SYMBOL
(3) WIRE & GROUND, CONDUIT
SYMBOL
(4) WIRE & GROUND, CONDUIT
SYMBOL
(2) AND (5) WIRE & GROUND, CONDUIT
3W20
3 #12 & 1 #12G, 3/4" C.
4W20
4 #12 & 1 #12G, 3/4"C.
2W20
2 #12 & 1 #12G, 3/4"C.
3W30
3 #10 & 1 #10G, 3/4"C.
4W30
4 #10 & 1 #10G, 3/4"C.
2W30
2 #10 & 1 #10G, 3/4" C.
3W35
3 #8 & 1#10G, 3/4"C.
4W35
4 #8 & 1 #10G, 3/4"C.
2W35
2 #8 & 1#10G, 3/4"C.
3W40
3 #8 & 1 #10G, 3/4"C.
4W40
4 #8 & 1 #10G, 3/4"C.
2W40
2 #8 & 1 #10G, 3/4"C.
3W45
3 #6 & 1#10G, 3/4"C.
4W45
4 #6 & 1 #10G, 1"C.
2W45
2 #6 & 1 #10G, 3/4"C
3W50
3 #6 & 1#10G, 3/4"C.
4W50
4 #6 & 1 #10G, 1"C.
2W50
2 #6 & 1#10G, 3/4"C.
3W60
3 #4 & 1 #10G, 1"C.
4W60
4 #4 & 1 #10G, 1-1/4"C.
2W60
2 #4 & 1 #10G, 3/4"C.
3W70
3 #4 & 1 #8G, 1"C.
4W70
4 #4 & 1 #8G, 1-1/4"C.
2W70
2 #4 & 1 #8G, 1"C.
3W80
3 #3 & 1#8G, 1-1/4"C.
4W80
4 #3 & 1 #8G, 1-1/4"C.
2W80
2 #3 & 1 #8G, 1"C.
3W90
3 #2 & 1#8G, 1-1/4"C.
4W90
4 #2 & 1 #8G, 1-1/4"C.
2W90
2 #2 & 1 #8G, 1"C.
3W100
3 #2 & 1#8G, 1-1/4"C
4W100
4 #2 & 1 #8G, 1-1/4"C
2W100
2 #2 & 1#8G, 1"C.
3W110
3 #1/0 & 1 #6G, 1-1/2"C.
4W110
4 #1/0 & 1 #6G, 2"C.
3W125
3 #1/0 & 1 #6G, 1-1/2"C.
4W125
4 #1/0 & 1 #6G, 2"C.
5W20
3 #12 & 1 #12G, 1 #8N, 3/4" C.
3W150
3 #1/0 & 1 #6G, 1-1/2"C.
4W150
4 #1/0 & 1 #6G, 2"C.
5W30
3 #10 & 1 #10G, 1 #6N, 3/4" C.
3W175
3 #2/0 & 1 #6G, 1-1/2"C.
4W175
4 #2/0 & 1 #6G, 2"C.
5W35
3 #8 & 1#10G, 1 #4N, 1"C.
3W200
3 #3/0 & 1 #6G, 2"C.
4W200
4 #3/0 & 1 #6G, 2"C.
5W40
3 #8 & 1#10G, 1 #4N, 1"C.
3W225
3 #4/0 & 1 #4G, 2"C.
4W225
4 #4/0 & 1 #4G , 2-l/2"C.
5W45
3 #6 & 1 #10G, 1 #3N, 1"C.
3W250
3 #250KCM & 1 #4G, 2"C.
4W250
4 #250KCM & 1 #4G, 2-l/2"C.
5W50
3 #6 & 1 #10G, 1 #3N, 1"C.
3W300
3 #300KCM & 1 #4G, 2 1/2"C.
4W300
4 #300KCM & 1#4G, 3"C.
5W60
3 #4 & 1 #10G, 1 #3N, 1-1/4"C.
3W350
3 #400KCM & 1 #3G, 2-l/2"C.
4W350
4 #400KCM & 1#3G, 3"C.
5W70
3 #4 & 1 #8G, 1 #1N, 1-1/4"C.
3W400
3 #500KCM & 1#3G, 3"C.
4W400
4 #500KCM & 1 #3G, 3-l/2"C.
5W80
3 #3 & 1 #8G, 1 #1/0 N, 1-1/4"C.
3W450
(2) 3 #4/0 & 1 #2G, 2"C.
4W450
(2) 4 #4/0 & 1 #2G, 2-l/2"C.
5W90
3 #2 & 1 #8G, 1 #2/0 N, 1-1/2"C.
3W500
(2) 3 #250KCM & 1 #2G, 2"C.
4W500
(2) 4 #250KCM & 1 #2G, 2-l/2"C.
5W100
3 #2 & 1 #8G, 1 #2/0 N, 1-1/2"C.
3W600
(2) 3 #300KCM & 1 #1G, 2-l/2"C.
4W600
(2) 4 #300KCM & 1 #1G, 3"C.
5W110
5 #1/0 & 1 #6G, 2"C.
3W700
(2) 3 #400KCM & 1 #1/0G, 3"C.
4W700
(2) 4 #400 KCM & 1 #1/0G, 3"C.
5W125
5 #1/0 & 1 #6G, 2"C.
3W800
(2) 3 #500KCM & 1 #1/0G, 3"C.
4W800
(2) 4 #500KCM & 1 #1/0G, 3-l/2"C.
5W150
5 #2/0 & 1 #6G, 2"C.
3W900
(3) 3 #350KCM & 1 #2/0G, 2-l/2"C.
4W900
(3) 4 #350KCM & 1 #2/0G, 3"C.
5W175
5 #3/0 & 1 #6G, 2-l/2"C.
3W1000
(3) 3 #400KCM & 1 #2/0G , 3"C.
4W1000
(3) 4 #400 KCM & 1 #2/0G, 3"C.
5W200
5 #4/0 & 1 #6G, 2-l/2"C.
3W1200
(4) 3 #350KCM & 1 #3/0G, 2-l/2"C.
4W1200
(4) 4 #350KCM & 1 #3/0G, 3"C.
5W225
5 #250 & 1 #4G, 3"C.
3W1600
(5) 3 #400KCM & 1 #4/0G , 3"C.
4W1600
(5) 4 #400 KCM & 1 #4/0G , 3"C.
5W250
5 #300KCM & 1#4G, 3"C.
3W2000
(6) 3 #400 KCM & 1 #250KCM G, 3"C.
4W2000
(6) 4 #400 KCM & 1 #250KCM G, 3"C.
5W300
5 #400KCM & 1 #4G, 3-l/2"C.
3W2500
(7) 3 #500KCM & 1 #350KCM G, 3"C.
4W2500
(7) 4 #500KCM & 1 #350KCM G, 3-l/2"C.
5W350
5 #500KCM & 1 #3G, 3-l/2"C.
3W3000
(8) 3 #500KCM & 1 #500KCM G, 3"C.
4W3000
(8) 4 #500KCM & 1 #500KCM G, 3-l/2"C.
5W400
(2) 5 #4/0 & 1 #3G, 2-l/2"C.
3W4000
(11) 3 #500KCM & 1 #500KCM G, 3"C.
4W4000
(11) 4 #500KCM & 1 #500KCM G, 3-l/2"C.
5W450
(2) 5 #250KCM & 1 #2G, 3"C.
5W500
(2) 5 #300KCM & 1 #2G, 3"C.
5W600
(2) 5 #400 KCM & 1 #1G, 3-l/2"C.
5W700
(2) 5 #500KCM & 1 #1/0G, 3-l/2"C.
5W800
(3) 5 #300KCM & 1 #1/0G, 3"C.
INDOOR DRY-TYPE 480V-208/120V TRANSFORMER SCHEDULE
XFMR
SYMBOL
KVA
PRIMARY
SECONDARY
CU GND
ELECTRODE
CONDUCTOR
SECONDARY CU FEEDER SIZE
(85C RATED RISE)
(K RATED)
SECONDARY CU FEEDER SIZE
(NON-K-RATED)
REMARKS
T15
15
480V
DELTA
208/120 V
WYE
8
3 # 6 & 1 # 8G, 1 # 3N, 1-1/4"C
4 # 6 & 1 # 8G, 1"C
T30
30
480V
DELTA
208/120 V
WYE
8
3# 1 & 1#6G, 1 # 2/ON, 2"C
4 # 1 & 1 # 6G, 1-1/4"C
T45
45
480V
DELTA
208/120V
WYE
4
5 # 2/0 & 1 # 4G , 2"C
4 # 1/0 & 1 # 6G, 2"C
T75
75
480V
DELTA
208/120V
WYE
2
5 # 250 & 1 # 2G, 3"C
4 # 4/0 & 1 # 2G, 2-l/2"C
T112
1 1
112.5
480V
DELTA
208/120 V
WYE
1/0
(2) 5 # 4/0 & 1 # 2G, 2-l/2"C
(2) 4 # 3/0 & 1 # 4G, 2"C
T150
150
480V
DELTA
208/120V
WYE
1/0
(2) 5 # 300KCM & 1 # 2G, 3"C
(2) 4 # 250KCM & 1 # 2G, 2-l/2"C
T225
225
480V
DELTA
208/120V
WYE
2/0
(3) 5 # 350KCM & 1 # 2G, 3"C
(3) 4 # 300KCM & 1 # 2G, 3"C
T300
300
480V
DELTA
208/120V
WYE
3/0
(3) 5 # 500KCM & 1 # 1/0 G, 3-l/2"C
(3) 4 # 400KCM & 1 # 1/0G, 3"C
ELECTRICAL EQUIPMENT DESIGNATION LEGEND
MOUNTING HEIGHTS:
UNLESS OTHERWISE INDICATED, OUTLET BOXES IN WALLS SHALL
BE LOCATED WITH CENTERLINE AT THE FOLLOWING ELEVATIONS
ABOVE THE FINISHED FLOOR LINE. VERIFY ALL HEIGHTS PRIOR
TO ACTUAL LAYOUT OF WORK WITH THE GENERAL CONSTRUCTION
CONTRACTOR.
BUILDING DESIGNATIONS NOT SHOWN
ON DRAWINGS. CONTRACTOR TO
INCLUDE BUILDING DESIGNATION ON
ALL EQUIPMENT TAGS, SCHEDULES
AND IN ALL PROGRAMMING FOR
METERING AND CONTROL SYSTEMS
1. SWITCH OUTLETS
4 FEET
2. BRACKET OUTLETS (STAIRS)
7 FEET
3. BRACKET OUTLETS (OTHER)
6 FEET-6 INCHES
4. RECEPTACLE OUTLETS (U.O.N.)
1 FOOT-6 INCHES
5. RECEPTACLE OUTLETS,
MECHANICAL ROOMS
3 FEET
6. RECEPTACLE OUTLETS MOUNTED,
ABOVE CASEWORK/CABINETS
4 INCHES ABOVE BACKSPLASH
7. CLOCK OUTLETS
12 INCHES BELOW CEILING
8. MOTOR STARTERS AND
SAFETY SWITCHES
4 FEET-6 INCHES
9. PANELBOARDS (TOP)
6 FEET-6 INCHES
MOUNTING HEIGHT NOTES:
1. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESS
OTHERWISE NOTED ON PLANS OR SPECIFICATIONS.
ELECTRICAL UNDERGROUND FEEDER ID LEGEND
FEEDER NUMBER
DESIGNATED FEEDER LETTER
(BLANK FOR EQUIP. TYPE GEN.)
SEQUENCE NUMBER
(BLANK FOR EQUIP. TYPE GEN.)
SOURCE:
SUB -PRIMARY OR SECONDARY SUBSTATION
UPS -UNINTERRUPTIBLE POWER SUPPLY
NDP -NORMAL DISTRIBUTION PANEL
INV -INVERTER
ATS -AUTOMATIC TRANSFER SWITCH
USB -UPS DISTRIBUTION SWITCHBOARD
USG -UPS DISTRIBUTION SWITCHGEAR
NSB -NORMAL DISTRIBUTION SWITCHBOARD
NLD -NORMAL LIGHTING DISTRIBUTION PANEL
GEN -GENERATOR
L DESIGNATED FEEDER LETTER
SEQUENCE NUMBER
SYSTEM TYPE: (ONLY IN DATA CENTER)
M - MECH
T- TECHNICAL
CLOSEST COLUMN NUMBER
(BLANK FOR EQUIP. TYPE SUB, SWGR AND MCC)
FLOOR/LEVEL NUMBER
EQUIPMENT TYPE:
SUB -PRIMARY OR SECONDARY SUBSTATION
SWGR -SWITCHGEAR
SWBD - SWITCHBOARD
XFMR - TRANSFORMER
GEN -GENERATOR
PNL - POWER PANEL
PDU - POWER DISTRIBUTION UNIT
RDU - REMOTE DISTRIBUTION UNIT / REMOTE
DISTRIBUTION CABINET
ATS - AUTOMATIC TRANSFER SWITCH
STS - STATIC TRANSFER SWITCH
HVCB - MEDIUM VOLTAGE SWITCH OR CIRCUIT
BREAKER
UPS - UNINTERRUPTIBLE POWER SUPPLY
MCC - MOTOR CONTROL CENTER
RCPT - RECEPTACLE PANEL
LTG - LIGHTING PANEL
VOLTAGE TYPE:
13K - 13.8 KV
4K - 4160 V
4 - 480/277V
2 - 208/120V
POWER TYPE:
DC -DIRECT CURRENT
N - NORMAL POWER
U - UPS POWER
5 - LIFE SAFETY/INVERTER POWER
5 - 50HZ POWER
[BLANK] - IF EQUIP. TYPE {SUB} IS USED
BUILDING SEQUENCE NUMBER
(BLANK FOR ADM, KEN,
PWH,VCC, VCIF, PH AND FPH)
BUILDING IDENTIFICATION:
CP - CHILLER PLANT
GP - GENEARTOR PLANT
ADM - ADMINISTRATION BUILDING
DCLS - DATA CENTER LOADING AND STORAGE
D - DATA CENTER MODULE
VCC - VISITOR CONTROL CENTER
VCIF - VISITOR CARGO INSPECTION FACILITY
PH - PUMP HOUSE
FPH - FIRE PUMP HOUSE
KEN - KENNEL
PWH - PERIMETER WAREHOUSE
US Army Corps
of Engineers
Baltimore District
Sacramento District
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DESCRIPTION
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Drawing No.
10
E003
7/6/2011 11:03:17 PM
UNCLASSIFIED//FOR OFFICIAL USE ONLY
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
B
GENERAL NOTES
1. REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
2. REFER TO DRAWING 10 E002 FOR ABBREVIATIONS, SCHEDULES
AND GENERAL NOTES.
3. ALL NORMAL LIGHTING 480/277V ELECTRICAL LIGHTING DEVICES
SHALL BE POWERED TO PANELS AS INDICATED ON PLANS,
UNLESS OTHERWISE NOTED, REFER TO POWER DRAWINGS FOR
NORMAL LIGHTING PANEL LOCATIONS.
4.
5.
ALL EMERGENCY LIGHTING 480/277V ELECTRICAL LIGHTING
DEVICES SHALL BE POWERED TO PANELS AS INDICATED ON
PLANS, UNLESS OTHERWISE NOTED, REFER TO POWER
DRAWINGS FOR EMERGENCY LIGHTING PANEL LOCATIONS.
LIGHT FIXTURES ARE CIRCUITED TO PANELBOARD N4LTG01B03-
01B FOR NORMAL POWER, LOCATED IN N4SWBD1B03-01B.
EMERGENCY LIGHTS ARE CIRCUITED TO UPS N4UPS01B02-01A'S
INTERNAL CIRCUIT BREAKERS.
True North
O'
4'
SITE PLAN
8'
16'
UNCLASSIFIED//FOR OFFICIAL USE ONLY
1/4" = l'-0"
GRAPHIC SCALE
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Drawing No.
10
E101
7/7/2011 12:35:53 AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
D
C
B
A
7/7/2011 12:36:09 AM
1
2
3
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
1.
2.
Level 1 Power Plan
SCALE: 1/4" = l'-O"
GENERAL NOTES
REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
REFER TO DRAWING 10 E002 FOR ABBREVIATIONS, SCHEDULES
AND GENERAL NOTES.
FOR ELECTRICAL MOUNTING HEIGHTS, EQUIPMENT DESIGNATION
LEGEND, TRANSFORMER, CONDUIT AND WIRE SCHEDULES REFER
TO DRAWING 10 E003.
NO PENETRATIONS OF THE LEVEL 0 FLOOR SLAB ARE ALLOWED
WITHIN 12" OF THE EXTERIOR WALL.
ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT SHALL HAVE
CONCRETE HOUSE KEEPING PADS PER FEES.
ALL NORMAL 120/208V ELECTRICAL OUTLET DEVICES SHALL BE
CIRCUITED TO PANEL "N2RCPT01A03-01A", UNLESS OTHERWISE
NOTED. REFER TO DRAWING 10 E500 FOR PANELBOARD
LOCATION.
REFER TO SPECIFICATION SECTION 26 20 00 FOR PANEL
SCHEDULES.
PROVIDE OUTDOOR RECEPTACLE WITH UL LISTED, LOCKABLE
"IN-USE" WEATHER PROTECTIVE, GASKETED, HINGED COVER.
DISCONNECT SWITCH INTEGRAL TO HVAC EQUIPMENT.
PROVIDE WEATHER PROOF DISCONNECT TO HVAC EQUIPMENT
ON ROOF.
HVAC EQUIPMENT POWERED FROM PANELBOARD
N2RCPT01A03-01A.
SECURITY EQUIPMENT AND EPO PANEL POWERED FROM
PANELBOARD U2RCPT01B02-01B.
REFER TO DETAIL 2/10 E802 FOR SWITCHBOARD GROUNDING
DETAIL.
REFER TO DETAIL 1/10 E802 FOR SEPERATELY DERIVED
DISTRIBUTION TRANSFORMER GROUNDING DETAIL.
OUTLETS IN TRANSPORT ROOM ARE PROVIDED POWER FROM
PANELBOARD U2RCPT1A02-02B OR U2RCPT1A02-01A, REFER TO
PANEL SCHEDULE.
THE FOLLOWING SITE EQUIPMENT;
- LIGHTING
- NORTH GATE
- WATER TANK HEATER
WILL BE PROVIDED POWER FROM FPH SWITCHBOARDS. REFER TO
DRAWINGS 10 E600 AND 10 E601. SITE DRAWINGS 01 ES104,
01 ES-108 AND 01 ES-806.
KEY NOTES
HARDWIRED CONNECTION IN CEILING FOR SECURITY CCTV WITH
TWO QUAD RECEPTACLES AND FIBER CONNECTIONS. REFER TO
SECURITY DRAWINGS FOR EXACT LOCATION.
Building
North
SITE PLAN
O' 4' 8'
16'
US Army Corps
of Engineers
Baltimore District
Sacramento District
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DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
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Drawing No.
10
E201
1/4" = l'-O
UNCLASSIFIED//FOR OFFICIAL USE ONLY
GRAPHIC SCALE
ii
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
C
B
A
Roof Power Plan
SCALE: 1/8" = l'-O"
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 12:36:23 AM T
1.
2.
3.
4.
5.
6.
5
GENERAL NOTES
REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
REFER TO DRAWING 10 E002 FOR ABBREVIATIONS, SCHEDULES
AND GENERAL NOTES.
FOR ELECTRICAL MOUNTING HEIGHTS, EQUIPMENT DESIGNATION
LEGEND, TRANSFORMER, CONDUIT AND WIRE SCHEDULES REFER
TO DRAWING 10 E003.
REFER TO SPECIFICATION SECTION 26 20 00 FOR PANEL
SCHEDULES.
PROVIDE OUTDOOR RECEPTACLE WITH UL LISTED, LOCKABLE
"IN-USE" WEATHER PROTECTIVE, GASKETED, HINGED COVER.
PROVIDE WEATHER PROOF DISCONNECT TO HVAC EQUIPMENT ON
ROOF.
US Army Corps
of Engineers
Baltimore District
Sacramento District
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8.
REFER TO DETAIL 3/10 E802 FOR ROOF MOUNTED DISCONNECT
SWITCH.
HVAC EQUIPMENT POWERED FROM PANELBOARD N2RCPT01A03-
01A.
KEY NOTES
ROOF ACCESS HATCH
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DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
OH
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North
1/8" = l'-O
GRAPHIC SCALE
Drawing No.
10
E202
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
C
B
A
Level 1 Telecomm Plan
SCALE: 1/8" = l'-O"
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 12:36:31 AM T
1.
2.
3.
4.
5
GENERAL NOTES
REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
REFER TO DRAWING 10 E002 FOR ABBREVIATIONS, SCHEDULES
AND GENERAL NOTES.
FOR ELECTRICAL MOUNTING HEIGHTS, EQUIPMENT DESIGNATION
LEGEND, TRANSFORMER, CONDUIT AND WIRE SCHEDULES REFER TO
DRAWING 10 E003.
COORDINATE WITH GOVERNMENT FOR EXACT LOCATION OF PROPOSED
TELEPHONE/WAO JUNCTION BOX AND CONDUIT LOCATIONS.
SCADA PORT CONNECTIONS FOR SWITCHBOARDS AND UPS UNITS
METERING.
US Army Corps
of Engineers
Baltimore District
Sacramento District
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KEY NOTES
UNDERGROUND CONDUIT STUB UP LOCATION. REFER TO 10 E401 AND
PACKAGE 11.2, 01-E100 SERIES DRAWINGS.
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6 JUN 11
DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
OH
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Building
North
O' 4' 8' 16'
1/8" = l'-O
GRAPHIC SCALE
Drawing No.
10
E251
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
GENERAL NOTES
1. REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
2. REFER TO DRAWING 10 E002 FOR ABBREVIATIONS, SCHEDULES
AND GENERAL NOTES.
3. ALL GROUND CONDUCTOR INDICATED SHALL BE #4/0 AWG BARE
STRANDED COPPER U.O.N.
4. REFER TO DETAIL 1/10 E801 FOR BUILDING GROUNDING RISER
DIAGRAM.
5. REFER TO PACKAGE 11.2, 01 EU-201 DRAWING FOR
UNDERGROUND GROUNDING CONNECTIONS.
KEY NOTES
±) REFER TO GROUND BUS DETAILS 1&2/10 E802.
2 REFER TO TRANSFORMER GROUNDING DETAIL 1/10 E802.
3 ) PROVIDE #4/0 AWG BARE STRANDED COPPER CONNECTION TO
GROUNDING LOOP.
4 ) REFER TO LIGHTNING PROTECTION DOWN CONDUCTOR DETAIL
3/10 E803.
5 ) LIGHTNING DOWN CONDUCTOR LOCATION.
6 ) REFER TO SWITCHBOARD GROUNDING DETAIL 2/10 E802.
7 REFER TO TEST WELL DETAIL 3/10 E801.
B
8 ) GROUND RODS AT 40 FEET MAXIMUM ON CENTERS AROUND THE
PERIMETER.
9 ) SHIELDED #4/0 STRANDED COPPER RAN ON TOP OF DUCTBANK SHALL
TIE TO PAD MOUNTED TRANSFORMER GROUND LOOP AND THEN TO
NEAREST BUILDING LOOP. REFER TO GENERAL NOTE 5
10 EXOTHERMAL WELD REQUIRED
Level 1 Grounding Plan
E3°o/ SCALE: l/8" = l'-0"
True North
Building
North
SITE PLAN
O' 4' 8'
16'
UNCLASSIFIED//FOR OFFICIAL USE ONLY
1/8" = l'-0"
GRAPHIC SCALE
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Drawing No.
10
E300
7/7/2011 12:36:40 AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
C
B
A
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 12:36:49 AM
GENERAL NOTES
1. REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
2. REFER TO DRAWING 10 E002 FOR ABBREVIATIONS,
SCHEDULES AND GENERAL NOTES.
3. PROVIDE UL MASTER LABEL LIGHTNING PROTECTION SYSTEM IN
ACCORDANCE WITH SPECIFICATION 26 41 01.00 10. THIS
DRAWING IS NON-INCLUSIVE. COORDINATE FINAL ARRANGEMENT
AND CONNECTIONS WITH FIELD CONDITIONS. ALIGN AIR
TERMINALS WITH BUILDING COLUMNS AND VERTICAL
ARCHITECTURAL ELEMENTS AND SUBMIT LOCATIONS FOR
APPROVAL BY DESIGN PROFESSIONAL.
4. REFER TO DRAWING 10 E300 FOR INTERFACE WITH BUILDING
GROUNDING SYSTEM.
KEY NOTES
1 ) PERIMETER AIR TERMINALS SHALL BE LOCATED 20-0" O.C. MAX CROSS-
GRID AIR TERMINALS SHALL BE LOCATED 50-0" MAX.
2 ) PARAPET MOUNTED AIR TERMINALS SHALL BE 3/8" x 12" COPPER. AIR
TERMINALS MOUNTED DIRECTLY TO ROOF SHALL BE 3/8" x 24" COPPER.
REFER TO AIR TERMINAL DETAIL 2/10 E803.
3 ) ALL CONDUCTORS SHALL BE COPPER U.O.N. ROOF MOUNTED LIGHTNING
PROTECTION CABLE SHALL BE FASTENED EVERY 3'-0" MAX.
> ) ALL ROOF MOUNTED EXHAUST FANS, HOODS, STACKS, AND OTHER HVAC
EQUIPMENT SHALL BE BONDED TO THE LIGHTNING PROTECTION SYSTEM
PERIMETER RING AND CROSS-GRID.
5 ) REFER TO THROUGH ROOF DOWN CONDUCTOR DETAIL 4/10 E803.
True North
Building
North
SITE PLAN
O' 4' 8'
16'
1/8" = l'-0"
GRAPHIC SCALE
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10
E301
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
TRANSPORT
ROOM
PH-l-TR/l
ROOM
PH-l-IR/l
Level 1 UC Underground Plan View
SCALE: l/4" = l'-0"
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 12:37:08 AM T
GENERAL NOTES
1. REFER TO DRAWING 02/10 E001 FOR SYMBOLS AND NOTES.
2. REFER TO DRAWING 02/10 E002 FOR ABBREVIATIONS, SCHEDULES
AND GENERAL NOTES.
3. ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT SHALL HAVE CONCRETE
O' 4' 8'
16'
US Army Corps
of Engineers
Baltimore District
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E401
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1
2
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
SWITCHBOARDS A & B
SCALE: 1/4" = l'-O"
TRANSPORT ROOM
SCALE: 3/8" = l'-O"
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 12:37:23 AM T
SWITCHBOARDS A & B
SCALE:
Building
North
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Drawing No.
10
E500
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
B
1. REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
2. REFER TO DRAWING 10 E002 FOR ABBREVIATIONS, SCHEDULES AND
GENERAL NOTES.
3. REFER TO DRAWING 10 E003 FOR ELECTRICAL MOUNTING HEIGHTS,
EQUIPMENT DESIGNATION LEGEND, TRANSFORMER AND CONDUIT
AND WIRE SCHEDULES.
4. REFER TO DRAWING 10 E851 FOR UNDERGROUND CONDUIT ROUTING
SCHEDULE.
5. PROVIDE ARC FLASH HAZARD LABELING REQUIREMENTS OF NFPA
70E-2004.
6. TYPICAL PANELBOARD SIZING 25% SPARE CAPACITY, 10% SPARE
BREAKERS.
7. REFER TO SCADA RISER DIAGRAMS FOR MONITORING AND CONTROL
CONNECTIVITY REQUIREMENTS.
1. FIRE PUMP, NORMAL AND ALTERNATE DISCONNECT AND
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COORDINATE WITH 13.8kV PAD MOUNTED DISTRIBUTION
SWITCHBOARD TO 0.01 SECONDS.
KEY NOTES
i REFER TO TRANSFORMER SCHEDULE ON 10 E003.
2 ) FIRE PUMP TAPS.
3 ) PROVIDE FULL SIZE N-G BOND AT SWITCHBOARD N4SWBD01A03-01A
AND N4SWBD01B02-01B.
4 SET TRANSFORMER AT +5% TAP FOR FIRE PUMP STARTING.
5 ) 400 A FRAME CIRCUIT BREAKER ARE USED TO ALLOW SCADA SYSTEM
CONNECTION.
2) SITE LIGHTING POWER IS 2 POLE CIRCUIT BREAKER.
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Drawing No.
10
E600
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 12:37:38 AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
N4SWBD01B03-01B
800A, 480Y/277V, 3PH, 4W
18,000 AIC
B
SELECTIVE
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18.000AIC
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FOR CONTINUATION
REFER TO E-600
FOR CONTINUATION
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208/120V
100A
SPD
208/120V
100A
SPD
208/120V
100A
SPD
10,000AIC
10.000AIC
10.000AIC
SINGLE LINE DIAGRAM.
SCALE: NTS
1. REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
2. REFER TO DRAWING 10 E002 FOR ABBREVIATIONS, SCHEDULES AND
GENERAL NOTES.
3. REFER TO DRAWING 10 E003 FOR ELECTRICAL MOUNTING HEIGHTS,
EQUIPMENT DESIGNATION LEGEND, TRANSFORMER AND CONDUIT
AND WIRE SCHEDULES.
4. REFER TO DRAWING 10 E851 FOR UNDERGROUND CONDUIT ROUTING
SCHEDULE.
5. PROVIDE ARC FLASH HAZARD LABELING REQUIREMENTS OF NFPA
70E-2004.
6. TYPICAL PANELBOARD SIZING 25% SPARE CAPACITY, 10% SPARE
BREAKERS.
7. REFER TO SCADA RISER DIAGRAMS FOR MONITORING AND CONTROL
CONNECTIVITY REQUIREMENTS.
FIRE PUMP REQUIREMENTS
1. FIRE PUMP, NORMAL AND ALTERNATE DISCONNECT AND
SWITCHBOARD MAIN CIRCUIT BREAKER SHALL BE SELECTIVELY
COORDINATE WITH 13.8kV PAD MOUNTED DISTRIBUTION
SWITCHBOARD TO 0.01 SECONDS.
KEY NOTES
1 REFER TO TRANSFORMER SCHEDULE ON 10 E003.
2 J FIRE PUMP TAPS.
3J PROVIDE FULL SIZE N-G BOND AT SWITCHBOARD N4SWBD01A03-01A
AND N4SWBD01B03-01B.
4 SET TRANSFORMER AT +5% TAP FOR FIRE PUMP STARTING.
5 J PANE H5, REFER TO SITE PACKAGE SHEET 01/ES-903 FOR PANEL
SCHEDULE.
400A FRAME CIRCUIT BREAKER ARE USED TO ALLOW SCADA SYSTEM
CONNECTION.
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Drawing No.
10
E601
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 12:37:46 AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
1'
AIR TERMINAL (TYP) - SEE 10/E301 PLAN DRAWING
FOR LIGHTNING PROTECTION SYSTEM.
THRU ROOF PENETRATION
SEE DETAIL 4/10 E803.
D
GROUND CONNECTION a
BETWEEN DOWN CONDUCTOR IN
CONDUIT AND #4/0 BARE
STRANDED CU DOWN
CONDUCTOR TO GROUNDING
LOOP. REFER TO DETAIL 3/10
E803.
GRADE
FIRE PUMP ROOM
PUMP ROOM
(FPR)
PGB
GROUND
BUS BAR
(TYPICAL)
SWBD A/B
I L
I
10' X 3/4"
COPPER
GROUND
ROD (TYP)
EXOTHERMIC
WELD
CONNECTION
(TYP)
MGB
#4/0 INSULATED
STRANDED CU
IN 2"C (TYP)
TRANSPORT ROOM
INVERTER ROOM
(TR)
PGB T
i i
i i
i i
#4/0 AWG GROUND
CONNECTION TO
REBAR IN SLAB (TYP)
NOTE:
DIAGRAM OUTLINES TYPICAL GROUNDING
CONNECTIONS. SEE DRAWING 10 E300
FOR GROUND BUS QUANTITIES AND LOCATIONS.
#4/0 BARE
STRANDED CU
(TYP)
PGB = POWER GROUND BUS
MGB = MAIN POWER GROUND BUS
FPR = FIRE PUMP ROOM
TR = TRANSPORT ROOM
PR = PUMP ROOM
T~t
GROUND CONNECTION
BETWEEN ROOF TOP
LIGHTNING PROTECTION
LOOP AND STEEL
COLUMN (TYP).
IMC (TYP).
GRADE
SLAB
#4/0 BARE STRANDED CU TO
BUILDING STEEL OR CROSS
CONNECTOR
(TYP FOR PGB, MGB)
TO BUILDING
GROUND LOOP
REFER TO COLUMN GROUNDING
DETAIL 3/10 E803.
Grounding - FP BUILDING GROUNDING RISER DIAGRAM
SCALE: NTS
B
NOTES:
1. ELECTRICAL ROOMS:
MINIMUM 3' GROUND BAR AS REQUIRED
TO ACCOMODATE ALL GROUND TERMINATIONS.
2. REFER TO DETAIL 1/10 E801 AND 10 E300 DRAWING FOR
ADDITIONAL GROUNDING CONNECTIONS.
3. FOR SPACES WITH RAISED FLOOR:
GROUND BAR MOUNTED BELOW RAISED FLOOR, 12" ABOVE FINISHED SLAB.
IN OTHER LOCATIONS:
GROUND BAR MOUNTED 36" ABOVE FINISHED FLOOR.
4. WHENEVER AVAILABLE MAKE INDIVIDUAL CONNECTIONS TO:
A: BUILDING GROUND LOOP IN TWO #4/0 PLACES.
B: METAL WATER PIPE ON THE LINE SIDE OF METER (PIPE CLAMP) #4/0
C: SWITCHBOARD GROUND BUS IN TWO PLACES
(COMPRESSION LUGS) #4/0.
D: TRANSFORMER GROUND LUG (COMPRESSION LUG) #4/0.
STAND OFF INSULATION
MOUNTING
(TYPICAL)
MACHINE BOLTS
WITH EXPANSION
SHIELD
(TYPICAL FOR 3)
FOR "FALL OF POTENTIAL IMPEDANCE TEST".
ACCESSIBLE GROUND ROD TEST WELL
SCALE: NONE
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Drawing No.
10
E801
7/7/2011 12:38:01AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
D
C
B
A
1
2
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
r
LOCATE GROUND
BUS AT ALL OTHER
TRANSFORMERS
TO PERIMETER
GROUND LOOP
TO PERIMETER
GROUND LOOP
GROUNDING - SEPARATELY DERIVED DISTRIBUTION TRANSFORMER GROUNDING
SCALE: NTS
NOTE:
l.BOND TO METAL PIPING, GAS PIPING, HVAC DUCTS,
LOUVERS, DOOR FRAMES AND OTHER METAL IN ROOM.
SWITCHBOARD GROUNDING DETAIL
SCALE: NTS
NOTE:
1. TWO LIGHTNING PROTECTION CONDUCTORS WILL BE
CONNECTED WITH COMPRESSION FITTINGS AT TWO
LOCATIONS ON SUPPORT FRAME/DISCONNECT SWITCH.
THE CONDUCTORS SHALL BE CONNECTED AT A
PERIMETER CONDUCTOR AND A LATERAL CONDUCTOR.
5
US Army Corps
of Engineers
Baltimore District
Sacramento District
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DATE
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DESCRIPTION
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7/7/2011 12:38:10 AM
ROOF MOUNTED DISCONNECT SWITCH DETAIL (TYP.)
SCALE: NTS
UNCLASSIFIED//FOR OFFICIAL USE ONLY
Drawing No.
10
E802
UNCLASSIFIED // FOR OFFICIAL USE ONLY
7/7/2011 12:38:17 AM
UNCLASSIFIED//FOR OFFICIAL USE ONLY
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
GROUNDING BUSHING
SEE NOTE 1
CONCRETE
FLOOR OR PAD
GALVANIZED RIGID STEEL ELBOW
(SIZE AS SHOWN OR REQUIRED). REFER
TO SPECIFICATION 33 70 02.00 10 FOR
CORROSION PROTECTION
REQUIREMENTS. SCHEDULE 40 PVC IS
ACCEPTABLE FOR STUB-UPS DIRECTLY
INTO FREE STANDING EQUIPMENT
ENCLOSURES, PROVIDE SCHEDULE 80
PVC FOR TELECOMMUNICATIONS
STUB-UPS, SEE NOTE 2.
BELOW FLOOR
CONCRETE ENCASEMENT
NOTES:
1. PROVIDE CONDUIT NIPPLE AND GROUNDING BUSHING FOR
METALLIC CONDUIT. PROVIDE A UL LISTED DUCT SEALING
PUTTY FOR ACTIVE STUBUPS. INSTALL PLUG FOR SPARES.
2. WHERE PVC ELBOWS ARE USED FOR STUB-UPS, CUT PVC
FLUSH TO CONCRETE, AND PROVIDE BELL ENDS.
UG - FLUSH CONDUIT STUB UP
SCALE: NTS
SHEET
UG - REINFORCED DUCTBANK BELOW FOOTING
SCALE: NTS
CONDUIT
SIZE
A
B
C
D
1 1/2"
3.50"
4.50"
3.50"
4.50"
2"
4.00"
5.50"
4.00"
5.50"
3"
4.50"
6.50"
4.50"
6.50"
4"
5.00"
7.50"
5.00"
7.50"
5"
5.50"
8.50"
5.50"
8.50"
6"
6.00"
9.50"
6.00"
9.50"
* N = NUMBER OF SPACES BETWEEN CONDUIT
CENTERLINES, NOT THE NUMBER OF CONDUITS.
PDS DUCTBANK CONDUIT SPACING
CONDUIT
SIZE
A
B
C
D
5"
6.8"
8.6"
6.8"
8.6"
PROVIDE MIN 4" CONCRETE COVER OUTSIDE CONDUITS
AND 3" BETWEEN CONDUITS.
B
NOTES:
1. PROVIDE REBAR IN EACH CORNER AND ADD AN ADDITIONAL
REBAR CENTERED BETWEEN EACH ADDITIONAL PAIR OF
CONDUITS (TYPICAL FOR EACH OF 4 SIDES).
2. REBAR REINFORCEMENT IS REQUIRED FOR ALL EXTERIOR POWER
DUCT BANKS, ALL EXTERIOR PDS DUCT BANKS AND DUCT BANKS
THAT PASS BELOW FOUNDATION WALLS, FOOTINGS OR ROADWAYS.
PROVIDE #3 REBAR AT 24" OC FOR ALL PDS DUCTBANKS WHERE
DUCTBANKS ARE NOT BELOW BUILDING FOOTPRINTS. PROVIDE #3
REBAR AT 18" OC WITHIN 3' OF THE FOOTING EDGE FOR ALL DUCT
BANKS THAT PASS BELOW A FOUNDATION WALL OR FOOTING. WIRE
MESH IS NOT ACCEPTABLE FOR PDS DUCTBANKS OR DUCTBANKS
BELOW A FOOTING.
3. CONDUITS IN TELECOMMUNICATION AND PDS DUCTBANKS SHALL BE
SCHEDULE 80 PVC.
4. PROVIDE 4000 PSI CONCRETE WITHIN 3' OF THE FOOTING EDGE FOR ALL
DUCTBANKS THAT PASS BELOW A FOUNDATION WALL OR FOOTING. SEE
DETAIL 2/10/E804.
5 WHERE DUCT BANKS ARE ROUTED BENEATH A BUILDING SLAB,
MINIMUM BURIAL DEPTH SHALL BE PER NEC ARTICLES 300.5 AND
300.50. SEE NEHER-MCGRATH CALCULATIONS FOR BURIAL DEPTHS.
6. PROVIDE RED CONCRETE DYE FOR ALL EXTERIOR POWER DUCTBANKS.
7. FOR INTERMEDIATE CONDUIT SIZES, REFER TO NEXT LARGER SIZE
INDICATED FOR TYPICAL CONDUIT SPACING.
UG - REINFORCED CONCRETE ENCASED DUCTBANK
SCALE: NTS
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Drawing No.
10
E804
7/7/2011 12:38:24 AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
2
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
C
B
A
SHUNT TRIP REQUIREMENTS
SHUNT TRIP SCHEDULE
ROOM NAME
ROOM#
PANELNAME
CIRCUIT
REMARKS
TRANSPORT
TRANSPORT
PH-l-TR/1
PH-l-TR/1
U2RCPT 1A02-01A MCB
U2RCPT 1A02-02B MCB
UNCLASSIFIED//FOR OFFICIAL USE ONLY
5
SEE NOTE 5
t
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EPO
PL
EPO
PL
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n n n
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n
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©
EPO CONTROL PANEL
DATA CENTER
NOTES:
1- PROVIDE RED MOMENTARY EPO PUSBUTTON(S) WITH EXTENDED GUARD RING
AND (2) N.O. AND (2) N.C. CONTACTS, NEMA 4, 24VDC.
2- PROVIDE CLEAR LEXAN (POLYCARBONATE) EPO COVER WITH HINGES AND
AUDIBLE ALARM, STI CAT #STI-1130RC OR EQUAL.
3. MOUNT ALL TERMINAL BLOCKS, RELAYS, ETC IN SURFACE MOUNTED
NEMA 1 CONTROL CABINET WITH HINGED AND KEYLOCKED DOOR
4. PROVIDE SIGNAGE DIRECTLY ABOVE EACH EPO LOCATION. PROVIDE
6"X8" PHENOLIC SIGN (RED WITH WHITE ENGRAVED LETTERING) READING
"FOR EMERGENCY USE ONLY". PUSHBUTTONS SHUTS OFF ALL POWER AND
COOLING TO EQUIPMENT IN THIS ROOM AND ACTIVATES AN ALARM. PUSH
BOTH BUTTONS FOR ACTIVATION.
5. PROVIDE EPO COVER SWITCHES, RELAYS, STATION CONTROL PANEL INDICATOR LIGHTS,
COVERS, ETC. PER QUANTITY OF EPO STATIONS INDICATED ON DRAWING.
6. RELAY COILS SHALL BE 24VDC, ELECTRICALLY OPERATED, ELECTRICALLY
HELD TYPE, UNLESS OTHERWISE NOTED.
7. ALL PANEL CONTROL WIRING SHALL BE No. 14 AWG, STRANDED COPPER MTW,
UNLESS NOTED OTHERWISE. COLORS SHALL MATCH UL 508A WIRING STANDARDS.
8. ALL WIRING SHALL BE ASSIGNED A NUMBER WHICH WILL BE MARKED AT BOTH
ENDS OF ALL WIRES. MIRE MARKERS WILL BE WHITE PVC TUBING WITH PRINTED
BLACK CHARACTERS.
9. EACH DEVICE SHALL BE PROVIDED WITH A LABEL ADJACENT TO THE DEVICE ON
THE ENDSIDE OF THE ENCLOSURE THAT MATCHES THE WIRING DIAGRAM.
10. PANEL SHALL BE ASSEMBLED AND LABELED PER UL 508.
11. ALL FIELD WIRING SHALL BE No. 14 AWG STRANDED COPPER THHN/THWN UNLESS
OTHERWISE NOTED
12. EPO CONTROL PANEL SHALL BE NEMA 1 ENCLOSURE WITH HINGED DOOR
ANDT- HANDLE LATCH.
13. SIZE CIRCUIT BREAKER TO ACCOMMODATE PANEL OPERATION.
14. SHUNT TRIP MECHANICALLY HELD CONTACTORS RC SHALL BE 12 POLE
WITH 30 A RATED POLES.
15. PILOT LIGHTS SHALL BE LED TYPE WITH COLORS AS NOTED
16. AFTER ALL WORK HAS BEEN COMPLETED, SCHEDULE A FUNCTIONAL TEST
FOR ALL EPO STATIONS AND ACTUATION DEVICES. PROVIDE A TEST SCRIPT
FOR REVIEW PRIOR TO FIELD TEST.
17. EPO STATION MOUNTED ADJACENT TO EXIT DOOR.
LEGEND
- FIELD WIRING
*
TO SCADA
SYSTEM
US Army Corps
of Engineers
Baltimore District
Sacramento District
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DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
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7/7/2011 12:38:34 AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
1 FNSB03A01
1 ) FNSB02A02
D
2" C
SCHEDULE
40 PVC
(TYP)
FSUB01B01
FEEDER ID
#FNSB02B02
#FNSB01B01
#FNSB01A01
USE THIS DUCTBANK
6" C
SCHEDULE
40 PVC
(TYP)
3 1/2" C
SCHEDULE
40 PVC
(TYP)
FEEDER ID
#FNSB03B01
#FNSB04A01
#FNSB04B01
USE THIS DUCTBANK
CONFIGURATION.
480V DUCTBANK SECTION #2
SCALE: NTS
480V DUCTBANK SECTION #3
SCALE: NTS
1 ) FNSB05A02
2 1/2" C
SCHEDULE
40 PVC
(TYP)
FEEDER ID
#FNSB05B01
USE THIS DUCTBANK
CONFIGURATION.
5" C
SCHEDULE
80 PVC
(TYP)
3" C
SCHEDULE
40 PVC
(TYP)
480V DUCTBANK SECTION #4
O TELECOMM DUCTBANK SECTION #5
O 480V DUCTBANK SECTION #5
SCALE: NTS
E8507 SCALE: NTS
v
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B
GENERAL NOTES
1. REFER TO DRAWING 10 E001 FOR SYMBOLS AND NOTES.
2. REFER TO DRAWING 10 E002 FOR ABBREVIATIONS, SCHEDULES
AND GENERAL NOTES.
3. REFER TO DETAIL 3/10 E804 FOR TYPICAL REINFORCED CONCRETE ENCASED
DUCTBANK DIMENSIONS.
4. CONDUIT DESIGNATED WITH "SP" IS A SPARE CONDUIT.
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Drawing No.
10
E850
7/7/2011 12:38:42 AM
UNCLASSIFIED//FOR OFFICIAL USE ONLY
UNCLASSIFIED // FOR OFFICIAL USE ONLY
D
C
3
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
FIRE PUMP BUILDING ELECTRICAL LOW VOLTAGE UNDERGROUND CONDUIT ROUTING SCHEDULE
FDR ID
CONDUIT
CABLE
CIRCUIT
BREAKER
AMPACITY
FROM
TO
DUCTBANK DETAIL
REMARKS
FNSB02A02
2" C
3 #2/0 & 1 #6G
175
SECONDARY WTR PUMP1 MOTOR STARTER
SECONDARY WTR PUMP1
1/E850
SEE ETAP CALC
FNSB02B02
2" C
3 #2/0 & 1 #6G
175
SECONDARY WTR PUMP2 MOTOR STARTER
SECONDARY WTR PUMP2
1/E850
SEE ETAP CALC
FNSB03A01
3-1/2" C
4 #500KCM & 1 #3G
2000
N4SWBD01A03-01A
FP1A ENCLOSED CIRCUIT BREAKER
3/E850
SEE ETAP CALC
FNSB03B01
3-1/2" C
4 #500 KCM & 1 #3G
2000
N4SWBD01A03-01A
FP2A ENCLOSED CIRCUIT BREAKER
3/E850
SEE ETAP CALC
FNSB04A01
3-1/2" C
4 #500 KCM & 1 #3G
2000
N4SWBD01B03-01B
FP1B ENCLOSED CIRCUIT BREAKER
3/E850
SEE ETAP CALC
FNSB04B01
3-1/2" C
4 #500KCM & 1 #3G
2000
N4SWBD01B03-01B
FP2B ENCLOSED CIRCUIT BREAKER
3/E850
SEE ETAP CALC
FNSB05A02
2-1/2" C
3 #400 KCM & 1 #3G
FP1 CONTROLLER
FP1
4/E850
SEE ETAP CALC
FNSB05B01
2-1/2" C
3 #400 KCM & 1 #3G
FP2 CONTROLLER
FP2
4/E850
SEE ETAP CALC
FNSB01A01
2" C
3 #2/0 & 1 #6G
175
N4SWBD01A03-01A
SECONDARY WTR PUMP1 MOTOR STARTER
1/E850
SEE ETAP CALC
FNSB01B01
2" C
3 #2/0 & 1 #6G
175
N4SWBD01B03-01B
SECONDARY WTR PUMP2 MOTOR STARTER
1/E850
SEE ETAP CALC
FSUB01A01
6" C
(2) 4 #500KCM & 1 #3G
600
FP1XFMR
N4SWBD01A03-01A
2/E850
SEE ETAP CALC
FSUB01B01
6" C
(2) 4 #500KCM & 1 #3G
600
FP2XFMR
N4SWBD01B03-01B
2/E850
SEE ETAP CALC
FNSB06B01
1.5" C
3 #2/0 & 1 #8G
100
N4SWBD01B03-01B
5' EXTERIOR OF BUILDING
6/E850
SEE ETAP CALC
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DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
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GENERAL NOTES
1. REFER TO DRAWING 02 10 E001 FOR SYMBOLS AND NOTES.
2. REFER TO DRAWING 02 10 E002 FOR ABBREVIATIONS, SCHEDULES
AND GENERAL NOTES.
3. REFER TO DRAWING 4/02 10 E800 FOR TYPICAL REINFORCED CONCRETE
ENCASED DUCTBANK DIMENSIONS.
4. REFER TO DRAWING 02 10 E004 FOR UNDERGROUND POWER CONDUIT
FEEDER SCHEDULES.
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Drawing No.
10
E851
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 12:38:54 AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
D
C
B
A
1
2
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
BUILDING: FPH. NEUTRAL BUS: 200% VOLTAGE: 208Y/120V, 3PH, 4W&G
PANEL U2RCPT01 A02-01 A ground bus: yes mains: iooa
ISOLATED GROUND BUS: NO MAIN CIR. BKR.: 100A/3P
RECEPTACLE PANEL SCHEDULE MOUNTING: SURFACE AIC RATING: 10,000
CIR.
NO.
DESCRIPTION
LOAD
VA
BREAKER
amps / poles
BREAKER
amps /poles
LOAD
VA
DESCRIPTION
CIR.
NO.
1
TRANSPORT ROOM RECEPTACLES
1000
20
/ 1 |
o
(N
1000
TRANSPORT ROOM RECEPTACLE
2
3
TRANSPORT ROOM LOADS 3
1400
20
/ 1 j
20 / 1 !
1400
TRANSPORT ROOM LOADS 4
4
5
TRANSPORT ROOM LOADS 5
1400
20
/ 1 J
20 / 1 j
1400
TRANSPORT ROOM LOADS 6
6
7
SPARE
20
/ i !
20 / 1 |
SPARE
8
9
SPARE
20
/ i j
20 / 1 j
SPARE
10
11
SPACE WITH PROVISIONS
/ |
/ |
SPACE WITH PROVISIONS
12
13
SPACE WITH PROVISIONS
/ I
/ ;
SPACE WITH PROVISIONS
14
15
SPACE WITH PROVISIONS
/ j
/
SPACE WITH PROVISIONS
16
17
SPACE WITH PROVISIONS
/ |
/
SPACE WITH PROVISIONS
18
SUB TOTAL
3800
3800
SUBTOTAL
LEGEND:
CONNECTED LO
kD
CONNECTED LOAD
REMARKS
** 6 mA GROUND FAULT CIRCUIT BREAKER
BY PHASE:
8
KVA
MAIN CIR.
3KR. TO BE SHUNT TRIPPED TO EPO SYSTEM
* 30 mA GROUND FAULT CIRCUIT BREAKER
A
0.17 KVA
21
3 PH. AMPS
# LOCK-ON CIRCUIT BREAKER HANDLE
B
0.25 KVA
DEMAND LOAD
ST- SHUNT TRIP
C
0.08 KVA
1
3 PH. AMPS
BUILDING: FPH.
NEUTRAL BUS: 200%
VOLTAGE:
208Y/120V, 3PH.4W&G
PANEL U2RCPT01 B02-01 B
GROUND BUS: YES
MAINS:
100A
ISOLATED GROUND BUS: NO
MAIN CIR. BKR.:
100A/3P
RECEPTACLE PANEL SCHEDULE
MOUNTING: SURFACE
AIC RATING:
10,000
CIR.
NO.
DESCRIPTION
LOAD
VA
BREAKER
amps / poles
BREAKER
amps / poles
LOAD
VA
DESCRIPTION
CIR.
NO.
1
SECURITY CAMERA
720
20 / 1
20 / 1
720
SECURITY CAMERA
2
3
SECURITY CAMERA
1400
20 / 1
20 / 1
720
SECURITY CAMERA
4
5
SECURITY CAMERA
720
20 / 1
20 / 1
720
SECURITY CAMERA
6
7
ACCESS CONTROL PANEL
1200
20 / 1
20 / 1
1200
EPO PANEL
8
9
SECURITY CAMERA
720
20 / 1
20 / 1
SPARE
10
11
SPARE
/
20 / 1
SPARE
12
13
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
14
15
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
16
17
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
18
SUB TOTAL
4760
3360
SUBTOTAL
LEGEND: CONNECTED LOAD
** 6 mA GROUND FAULT CIRCUIT BREAKER BY PHASE:
CONNECTED LOAD
REMARKS:
8 KVA
*30 mA GROUND FAULT CIRCUIT BREAKER A:
# LOCK-ON CIRCUIT BREAKER HANDLE B:
ST -SHUNT TRIP C:
0.17 KVA
0.25 KVA
0.08 KVA
23 3 PH. AMPS
DEMAND LOAD
1 3 PH. AMPS
BUILDING: FPH. NEUTRAL BUS: 200% VOLTAGE: 208Y/120V, 3PH, 4W&G
PANEL U2RCPT01 A02-02B ground bus: yes mains: iooa
ISOLATED GROUND BUS: NO MAIN CIR. BKR.: 100A/3P
RECEPTACLE PANEL SCHEDULE MOUNTING: SURFACE AIC RATING: 10,000
CIR.
NO.
DESCRIPTION
LOAD
VA
BREAKER
amps / poles
BREAKER
amps /poles
LOAD
VA
DESCRIPTION
CIR.
NO.
1
TRANSPORT ROOM RECEPTACLE
1000
20 / 1
20 / 1
1000
TRANSPORT ROOM RECEPTACLE
2
3
TRANSPORT ROOM LOADS 3
1400
20 / 1 j
20 / 1
1400
TRANSPORT ROOM LOADS 4
4
5
TRANSPORT ROOM LOADS 5
1400
20 / 1
20 / 1
1400
TRANSPORT ROOM LOADS 6
6
7
SPARE
20 / 1
20 / 1
SPARE
8
9
SPARE
20 / 1
20 / 1
SPARE
10
11
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
12
13
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
14
15
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
16
17
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
18
SUBTOTAL
3800
3800
SUBTOTAL
LEGEND: CONNECTED LO
** 6 mA GROUND FAULT CIRCUIT BREAKER BY PHASE:
VD CONNECTED LOAD
REMARKS:
MAIN CIR. BKR. TO BE SHUNT TRIPPED TO EPO SYSTEM
8 KVA
*30 mA GROUND FAULT CIRCUIT BREAKER A
# LOCK-ON CIRCUIT BREAKER HANDLE B
ST- SHUNT TRIP C
0.17 KVA
0.25 KVA
0.08 KVA
21 3 PH. AMPS
DEMAND LOAD
1 3 PH. AMPS
BUILDING: FPH
PANEL S4UPS01 B02-01 A
LIFE SAFETY LIGHTING PANEL SCHEDULE
NEUTRAL BUS: 100%
GROUND BUS: YES
ISOLATED GROUND BUS: NO
MOUNTING: SURFACE
VOLTAGE: 480Y/277V, 3 PH, 4W & G
MAINS: 100A
MAIN CIR. BKR,: MLO
AIC RATING: 10,000
CIR.
NO.
DESCRIPTION
LOAD
VA
BREAKER
amps / poles
BREAKER
amps /poles
LOAD
VA
DESCRIPTION
CIR.
NO.
1
TRANSPORT ROOM (PH-1-TR/1)
56
20 / 1 |
20 / 1 |
112
PUMP ROOM (PH-1-PR/1 )
2
3
FIRE PUMP ROOM (PH-1-FPR/1 )
168
20 / 1 j
20 / 1 |
84
PUMP ROOM (PH-1 -PR/1) DOOR ENTRY
4
5
FIRE PUMP RM (PH-1-FPR/1) DOOR ENTRY
84
20 / 1 j
20 / 1 |
SPARE
6
SUBTOTAL
308
196
SUB TOTAL
LEGEND: CONNECTED LOAD
** 6 mA GROUND FAULT CIRCUIT BREAKER BY PHASE:
REMARKS:
1 KVA
*30 mA GROUND FAULT CIRCUIT BREAKER A
# LOCK-ON CIRCUIT BREAKER HANDLE B
ST- SHUNT TRIP C
0.17 KVA
0.25 KVA
0.08 KVA
1 3 PH. AMPS
DEMAND LOAD
1 3 PH. AMPS
BUILDING: FPH. neutral bus:
PANEL N2RCPT01 A03-01A groundbus:
ISOLATED GROUND BUS:
RECEPTACLE PANEL SCHEDULE MOUNTING:
100%
YES
NO
SURFACE
VOLTAGE:
MAINS:
MAIN CIR. BKR.:
AIC RATING:
208Y/120V, 3PH.4W&G
225A
MLO
10,000
CIR.
LOAD
BREAKER
BREAKER
LOAD
CIR.
NO.
DESCRIPTION
VA
amps / poles
amps / poles
VA
DESCRIPTION
NO.
1
EMCS FEED #1
1200
20 / 1
20 / 1
1200
EMCS FEED #2
2
3
FIRE PUMP ROOM RECEPTACLES
1800
20 / 1
20 / 1
1800
PUMP ROOM RECEPTACLES
4
5
REF R B2-01
200
20 1
20 1
2000
HUM 1 A2-1
6
7
8
9
VRC R B2-01
10435
40 / 3
40 / 3
9716
VRC R B2-02
10
11
12
13
14
15
VRFC 1 B1-01
1044
15 / 3
15 / 3
1583
VRFC 1 B3-02
16
17
18
19
20
21
VRFC 1 A2-03
1583
15 / 3
15 / 3
1583
VRFC 1 A2-04
22
23
24
25
26
27
BS 1 B1-01
21
15 / 3
15 / 3
21
BS 1 B3-02
28
29
30
31
32
33
BS 1 A2-03
21
15 / 3
15 / 3
21
BS 1 B2-04
34
35
36
37
EF 1 B2-02 / EF 1 B2-03
400
20 / 1
38
39
INVERTER ROOM RECEPTACLES
450
20 / 1
15 / 3
168
VRFC 1 B2-05
40
41
SPACE WITH PROVISIONS
/
42
SUB TOTAL
17154
18092
SUBTOTAL
LEGEND: CONNECTED LOAD
CONNECTED LOAD
REMARKS:
** 6 mA GROUND FAULT CIRCUIT BREAKER
BY PHASE:
35
KVA
*30 mA GROUND FAULT CIRCUIT BREAKER A:
11.53 KVA
98
3 PH. AMPS
# LOCK-ON CIRCUIT BREAKER HANDLE B:
12.78 KVA
DEMAND LOAD
ST -SHUNT TRIP C:
8.73 KVA
65
3 PH. AMPS
_
BUILDING: FPH NEUTRAL BUS: 100% VOLTAGE: 208Y/120V, 3PH, 4W&.G
PANEL N2RCPT01 A03-01 A ground bus: yes mains: 225A
ISOLATED GROUND BUS: NO MAIN CIR. BKR.: MLO
LIGHTING AND RECEPTACLE PANEL SCHEDULE
MOUNTING
SURFACE
AIC RATING
10,000
CIR.
LOAD
BREAKER
BREAKER
LOAD
CIR.
NO.
DESCRIPTION
VA
amps /poles
amps / poles
VA
DESCRIPTION
NO.
43
44
45
EUH 1 B2-01
3000
20 / 3
40 / 3
SPARE
46
47
48
49
50
51
SPARE
20 / 3
15 / 3
SPARE
52
53
54
55
SPARE
20 / 1
20 / 1
SPARE
56
57
SPARE
20 / 1
20 / 1
SPARE
58
59
SPARE
20 / 1
20 / 1
SPARE
60
61
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
62
63
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
64
65
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
66
67
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
68
69
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
70
71
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
72
73
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
74
75
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
76
77
SPACE W/ PROVISIONS
/
/
SPACE W/ PROVISIONS
78
79
SPACE W/ PROVISIONS
/
/ |
SPACE W/ PROVISIONS
80
81
SPACE W/ PROVISIONS
/
'
SPACE W/ PROVISIONS
82
83
SPACE W/ PROVISIONS
/
SPACE W/ PROVISIONS
84
SUBTOTAL
3000
0
SUB TOTAL
LEGEND: CONNECTED LO
U3 CONNECTED LOAD
REMARKS:
** 6 mA GROUND FAULT CIRCUIT BREAKER
BY PHASE:
3
KVA
* 30 mA GROUND FAULT CIRCUIT BREAKER
A: 1 KVA
8
3 PH. AMPS
# LOCK-ON CIRCUIT BREAKER HANDLE
B: 1 KVA
DEMAND LOAD
ST -SHUNT TRIP
C: 1 KVA
8
3 PH. AMPS
_
BUILDING: FPH NEUTRAL BUS: 100% VOLTAGE: 480Y/277V, 3PH, 4W& G
PANEL N4LTG01 B02-01 B ground bus: yes mains: iooa
ISOLATED GROUND BUS: NO MAIN CIR. BKR.: MLO
LIGHTING PANEL SCHEDULE MOUNTING: SURFACE AIC RATING: 10,000
CIR.
NO.
DESCRIPTION
LOAD
VA
BREAKER
amps / poles
BREAKER
amps / poles
LOAD
VA
DESCRIPTION
CIR.
NO.
1
TRANSPORT (PH-1-TR/1 VINVERTER (PH-1-IR/1)
112
20 / 1
20 / 1
168
FIRE PUMP ROOM (PH-1-FPR/1)
2
3
PUMP ROOM (PH-1-PR/1)
224
20 / 1
20 / 1
168
FIRE PUMP ROOM (PH-1-FPR/1)
4
5
PUMP ROOM (PH-1-PR/1)
168
20 / 1
20 / 1
168
EXTERIOR EXIT/ENTRANCE DOORS
6
7
SPARE
20 / 1
20 / 1
SPARE
8
9
SPARE
20 / 1
20 / 1
SPARE
10
11
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
12
13
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
14
15
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
16
17
SPACE WITH PROVISIONS
/
/
SPACE WITH PROVISIONS
18
SUBTOTAL
308
196
SUBTOTAL
LEGEND: CONNECTED LO
**6 mA GROUND FAULT CIRCUIT BREAKER BY PHASE:
\D
REMARKS:
1 KVA
* 30 mA GROUND FAULT CIRCUIT BREAKER A
# LOCK-ON CIRCUIT BREAKER HANDLE B
ST- SHUNT TRIP C
0.17 KVA
0.25 KVA
0.08 KVA
1 3 PH. AMPS
DEMAND LOAD
1 3 PH. AMPS
5
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11 JUL 11
6 JUN 11
DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
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7/7/2011 12:39:08 AM
UNCLASSIFIED//FOR OFFICIAL USE ONLY
UNCLASSIFIED // FOR OFFICIAL USE ONLY
D
C
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A
1
2
3
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
LUMINAIRE SCHEDULE
1 . ABBREVIATIONS: C=CEILING: P=PEN DANT: R=RECESSED: S=SURFACE: T=TRACK: W=WALL: ANAS IN DICATED
7. SINGI F NUMFRAI PRFFIX IN 1 AMP COI IIMN INDICATES NIJMBFR OF 1 AMPS IN 1 IJMINAIRF fe.d.. I?\ F32T8/SPX35/FC01 .
3. LAMPS ARE SPECIFIED BY MFG'S LAMP ORDERING CODE. NOT ANSI CODE NUMBER. LAMPS LISTED ARE SYLVAN IA UNLESS OTHERWISE NOTED.
4. " ** " DENOTES MANUFACTURER'S CATALOG NUMBER LISTING FOR CEILING TYPE MOUNTING OPTION. CONTRACTOR SHALL COORDINATE WITH FINAL APPROVED
5. LUMINAIRE WITH " E "TAG SUFFIXES ON DRAWINGS ARESIMILAR TO PARENT LUMINAIRE TYPE TAG WITH THE EXCEPTION OF POWER SOURCE TYPE I.E. "F#"IS
| POWERED FROM EMERGENCY POWER PANEL.
TYPE
MANUFACTURER/#
ALTERNATE MFG'R
DESCRIPTION
MTG.
LAMPING
VOLTS
WATTS
F3
LITHONIA:
TAF 2 28 277 GEB10RS
(2) WGAFPV HC
COLUMBIA
MARK LIGHTING
OR EQUAL
HE AW DUTY INDUSTRIAL TURRET. NOMINAL
6-5/8 " H . X 13 - 3/8 " W. X 99 - 5/8 " L. CHAIN
MOUNTED 1 1 '-0" A.F.F. UNLESS OTHERWISE
NOTED. HEAW GAUGE COLD ROLLED
STEEL DIE EMBOSSED REFLECTOR
CONSTRUCTION, POST FABRICATION WHITE
PAINT, WIRE GUARD, WITH INTEGRAL
ELECTRONIC BALLAST.
P
(4) FP28/835/ECO
277
136
F6
LITHONIA:
TAF 3 28 277 GEB10RS
(2) WGAFPV HC
COLUMBIA
MARK LIGHTING
OR EQUAL
HEAVY DUTY INDUSTRIAL TURRET. NOMINAL
6-5/8 " H. X 13 - 3/8 " W. X 99 -5/8 " L.
CHAIN MOUNTED 11 1 - 0 "A.F.F. UNLESS
OTHERWISE NOTED. HEAVY GAUGE CRS DIE
EMBOSSED REFLECTOR CONSTRUCTION,
POST FABRICATION WHITE PAINT, WIRE
GUARD, WITH INTEGRAL ELECTRONIC
BALLAST.
P
(6) FP28/835/ECO
277
204
XI
LITHONIA:
LRP-_#-RW-l 20/277
ALKO
SURE-LITES
EMERGILITE
OR EQUAL
EDGELIT ACRYLIC LED EXIT SIGN. ARROWS,
FACES, CHEVRONS, AS PER DRAWINGS.
MOUNTING AS REQUIRED TO SUITE FIELD
CONDITIONS. LETTERS SHALL BE MINIMUM 6
"STROKE AND CHERON STYLE ARROWS,
UNLESS OTHERWISE REQUIRED BY LOCAL
CODE. ALL EXPOSED METAL TRIM SHALL BE
FINISHED TO MATCH CEILING FINISH
COLORS. # INDICATES NUMBER OF FACES.
w/c
LED
277
5
(TOTAL)
SI
COOPER:
IST-42-CF-E1-4S-BZ-L-P
LITHONIA
OR EQUAL
NOMINAL 8 ' H. X 17" W. X 9 " D. WEDGE
W ALLPACK LUMINAIRE. PROVIDE TYPE IV
DISTRIBUTION AND INTEGRAL PHOTOCELL.
w
(1) F42TBX/SPX27/A/4P
277
48
i
ALL FLUORESCENT LAMPS ARE TO BE3500K AND BALLASTS ARE PROGRAM RAPID STAR
2
ALL FLUORESCENT LAMPS ARE TO BE TJ
3
ALL FIXTURES SUBMITTED ARE SUBJECT TO APPROVAL BASED ON QUALITY AND APPEARANCE
4
ALL FIXTURES ARE TO BE SPECIFICATION GRADE
5
POINT BY POINT CALCULATIONS WILL BE REQUIRED FOR APPROVAL
6
ALL DOWN LIGHT ARE TO BE HORIZONTAL LAMPS
7
ALL FIXTURES WITH "E" DESIGNATION ARE ON LIGHTING INVERTERS AND DO NOT REQUIRE BATTERIES
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6 JUN 11
DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
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Drawing No.
10
E901
7/7/2011 12:39:21 AM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
C
B
ABBREVIATIONS
A
M
A
AMPS
MAX
MAXIMUM
MBH
1000 BTU PER HOUR
B
MCA
MIN CIRCUIT AMPS
BDD
BACK DRAFT DAMPER
MIN
MINIMUM
BHP
BRAKE HORSEPOWER
MVD
MANUAL VOLUME DAMPER
BS
BRANCH SELECTOR
BTUH
BRITISH THERMAL UNITS PER HOUR
N
NC
NOISE CRITERIA
C
NTS
NOT TO SCALE
CFM
CUBIC FEET PER MINUTE
COP
COEFFICIENT OF PERFORMANCE
O
OA
OUTSIDE AIR
D
D
DRAIN
P
DB
DRY BULB
PH
PHASE
DCW
DOMESTIC COLD WATER
DIA/0
DIAMETER
R
DN
DOWN
REF
RADON EXHAUST FAN
DSA
SQUARE SUPPLY DIFFUSER
RG
REFRIGERANT HOT GAS
RH
RELATIVE HUMIDITY
E
RL
REFRIGERANT LIQUID
EAT
ENTERING AIR TEMPERATURE
RPM
REVOLUTIONS PER MINUTE
EER
ENERGY EFFICIENCY RATIO
RS
REFRIGERANT SUCTION
EF
EXHAUST FAN
ESP
EXTERNAL STATIC PRESSURE
S
EUH
ELECTRIC UNIT HEATER
SP
SET POINT
c
SPEC(S)
SPECIFICATION(S)
r
F
FAHRENHEIT
T
FD
FLOOR DRAIN
T
THERMOSTAT
FPM
FEET PER MINUTE
TSP
TOTAL STATIC PRESSURE
FT
FEET / FOOT
TYP
TYPICAL
G
U
GPM
GALLONS PER MINUTE
UTR
UP THRU ROOF
H
V
H
HUMIDISTAT
VAV
VARIABLE AIR VOLUME
HP
HORSEPOWER
VFD
VARIABLE FREQUENCY DRIVE
HR
HOUR
VRC
VARIABLE REFRIGERANT CONDENSING UNIT
HUM
HUMIDIFIER
VRFC
VARIABLE REFRIGERANT FAN COIL
HZ
HERTZ
W
1
W/
WITH
IN
INCH
W/O
WITHOUT
IN/WG
INCHES WATER GAUGE
WB
WET BULB
L
LAT
LEAVING AIR TEMPERATURE
LBS
POUNDS
GENERAL NOTES
1) PROVIDE CONDENSATE DRAIN FROM EACH FAN COIL UNIT TO NEAREST FLOOR
DRAIN IN A MANNER TO AVOID A TRIPPING HAZARD. CONDENSATE DRAIN PIPING
SHALL BE MINIMUM THREE QUARTER INCH FOR ALL COOLING COILS, UNLESS
OTHERWISE INDICATED ON DRAWING.
2) NOT ALL PIPING SUPPORTS HAVE BEEN LOCATED ON THE DRAWINGS.
PROVIDE SUPPORTS AS PER SPECIFICATION.
3) FOR CLARITY, NOT ALL DOW MAKE-UP PIPING, DRAIN PIPING, CHEMICAL FEED
PIPING, AND OTHER SMALL SIZED MISCELLANEOUS PIPING HAVE BEEN ROUTED
ON THE PLANS. PROVIDE AS REQUIRED PER THE FLOW DIAGRAMS, DETAILS
AND SPECIFICATIONS.
4) PROVIDE ACCESS DOORS FOR ALL DEVICES PER SPECIFICATIONS.
5) TAPS IN DUCTWORK AND PIPING FOR FUTURE USE SHALL BE SO LOCATED
THAT THEY CAN BE ACCESSED IN FUTURE WITHOUT DISMANTLING ANY
EQUIPMENT, PIPING, TUBING, DUCTWORK, CABLE-TRAYS, CONDUITS, ETC.
6) SEE ARCHITECTURAL DRAWINGS FOR FIREWALL RATINGS AND LOCATIONS.
7) THE FOLLOWING DUCT PRESSURE CLASSIFICATION SHALL BE THE BASIS OF
COMPLIANCE UNLESS OTHERWISE INDICATED.
- ALL SUPPLY DUCTWORK,
(+) 1 IN. WG CLASS
- ALL EXHAUST DUCTWORK
(-) 2 IN. WG CLASS
8) CONSTRUCT DUCTWORK PLENUMS OF THE SAME PRESSURE
CLASSIFICATIONS AS THE HIGHEST CLASS ADJACENT DUCTWORK UNLESS
OTHERWISE SPECIFIED.
9) PROVIDE MANUAL VOLUME DAMPERS ON EVERY BRANCH DUCT EXCEPT
RUNOUTS TO AIR TERMINAL BOXES.
10) WHEN THERMOSTATS TO BE SUPPLIED WITH THE UNIT HEATERS, CABINET
UNIT HEATERS AND FAN COIL UNITS ARE NOT LOCATED ON THE DRAWINGS,
PROVIDE INTEGRAL MOUNTED THERMOSTAT.
11) NOT ALL VALVES, INSTRUMENTS AND MISCELLANEOUS PIPING COMPONENTS
HAVE BEEN SHOWN ON THE PLAN DRAWINGS. PROVIDE VALVES AND
INSTRUMENTS AS REQUIRED BY FLOW DIAGRAMS, DETAILS AND
SPECIFICATIONS IN ADDITION TO THOSE SHOWN ON PLAN DRAWINGS.
12) CONTRACTOR SHALL PROVIDE TRANSITIONS BETWEEN ROUND AND
RECTANGULAR DUCTWORK AND TERMINAL BOXES EVEN IF THESE TRANSITIONS
ARE NOT SPECIFICALLY SHOWN ON THE DRAWINGS.
13) DO NOT LOCATE ANY HYDRONIC OR DRAINAGE PIPING DIRECTLY ABOVE
ELECTRICAL EQUIPMENT AND PANELS (INCLUDING INSTRUMENTATION AND FIRE
ALARM PANELS).
LINE DESIGNATIONS
RG
REFRIGERANT - HOT GAS
RL
REFRIGERANT- LIQUID
RS
REFRIGERANT- SUCTION
D
GRAVITY CONDENSATE FROM COILS
A
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DATE
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UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
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7/6/2011 7:58:11 PM
UNCLASSIFIED//FOR OFFICIAL USE ONLY
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
3
4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
DOUBLE LINE
DESCRIPTION
SINGLE LINE
DESCRIPTION
D
C
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o
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e
RISER DOWN
r f~
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ELBOW - 45°
M
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►
DIRECTION OF FLOW
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SHUT-OFF VALVE - (SEE SPEC'S FOR
TYPE)
M
BALANCING VALVE - (SEE SPEC'S FOR
TYPE)
Kl
CHECK VALVE - (SEE SPEC'S FOR
TYPE)
DRAIN VALVE W/ HOSE END - (SEE SPEC'S FOR TYPE)
CROSS SECTION ON SHEET
(LETTER = HORIZONTAL
NUMBER = VERTICAL)
SHEET NUMBER REFERENCE
DETAIL IDENTIFICATION
VRFC 1 A2 -01
4
4
UNIT SEQUENCE DESIGNATION
HORIZONTAL COLUMN - VERTICAL GRID
LOCATION DESIGNATION
FLOOR DESIGNATION
1: LVL-1
R: ROOF
UNIT DESIGNATIONS
VRFC - VARIABLE REFRIGERANT FAN COIL
BS - BRANCH SELECTOR
VRC - VARIABLE REFRIGERANT CONDENSING UNIT
REFER TO ABBREVIATIONS FOR
ADDITIONAL EQUIPMENT TAGS
A
NOTE- NOT ALL SYMBOLS APPEAR ON DRAWINGS
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/6/2011 7:58:13 PM
US Army Corps
of Engineers
Baltimore District
Sacramento District
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UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
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M002
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
B
KEY NOTES:
LEVEL 1 HVAC PLAN
SCALE: l/4" = r-0"
UNCLASSIFIED//FOR OFFICIAL USE ONLY
ROUTE CONDENSATE DRAIN PIPE DOWN
TO FS-A. SEE PLUMBING.
BALANCE OA DUCT TO 30 CFM. BALANCE
RETURN DUCT TO 1240 CFM.
VRFC CONTROLLER. FOR REFERENCE SEE
DETAILS 2/M702 & 3/M702.
REFRIGERANT PIPING UTR TO CONDENSING
UNIT VRC R B2-01. FOR CONTINUATION,
SEE SHEET M102.
REFRIGERANT PIPING UTR TO CONDENSING
UNIT VRC R B2 -02. FOR CONTINUATION,
SEE SHEET M102.
6x6 DUCT UTR. TERMINATE WITH GOOSENECK.
FOR CONTINUATION, SEE SHEET M 102. FOR
REFERENCE SEE DETAIL B4/M501.
1/2" DOW LINE TO HUMIDIFIER NOT SHOWN.
SEE PLUMBING.
BALANCE OA DUCT TO 175 CFM. BALANCE
RETURN DUCT TO 1095 CFM.
PROVIDE TWO 6x6 DUCT TAPS. HIGH TAP
SHALL BE 10.5 FT AFF. LOW TAP SHALL BE
1.5 FT AFF. SEE M601 FOR DETAIL. FINISH
EACH 6x6 DUCT W/ 50 MM SCREEN PER
SMACNA HVAC DUCT CONSTRUCTION
MANUAL FIGURE 5-5.
VRFC SHALL HAVE 37x12 RETURN PLENUM.
FINISH RETURN PLENUM W/ 50 MM SCREEN
PER SMACNA HVAC DUCT CONSTRUCTION
MANUAL FIGURE 5-5.
10x10 DUCT UTR. TERMINATE WITH
GOOSENECK. FOR CONTINUATION, SEE
SHEET M 102.
BALANCE OA DUCT TO 90 CFM. BALANCE
RETURN DUCT TO 1180 CFM.
HANG UNIT HEATER FROM STRUCTURE
ABOVE.
Building
North
O'
4'
SITE PLAN
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10
M101
7/6/20117:58:14 PM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
C
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ROOF LEVEL
SCALE: l/4" = l'-0"
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/6/2011 7:58:16 PM T
5
KEY NOTES:
REFRIGERANT PIPING DN TO VRFC 1 B1 -01.
FOR CONTINUATION, SEE SHEET M101.
REFRIGERANT PIPING DN TO VRFC 1 A2 -03.
FOR CONTINUATION, SEE SHEET M101.
REFRIGERANT PIPING DN TO VRFC 1 B3 -02.
FOR CONTINUATION, SEE SHEET M101.
US Army Corps
of Engineers
Baltimore District
Sacramento District
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FOR CONTINUATION, SEE SHEET M101.
REFRIGERANT PIPING DN TO VRFC 1 B2 -05.
FOR CONTINUATION, SEE SHEET M101.
PROVIDE INSULATED EQUIPMENT RAIL
SUPPORTS 12" HIGH x 6" LONGER THAN THE
WIDTH OF THE ROOFTOP REFRIGERANT
CONDENSING UNITS. BASIS OF DESIGN:
THYCURB TEMS-1.
, PROVIDE FACTORY FABRICATED 18" HIGH x
^1) 12" WIDE x 12" WIDE PIPE CURB. PIPE
SHALL ROUTE THROUGH SIDEWALL OF
CURB. BASIS OF DESIGN: THYCURB TP-2.
SEE DETAIL A1/M501.
(?) SEE B4/M501 FOR GOOSENECK DETAIL.
GENERAL NOTES:
1. SUPPORT ROOFTOP PIPING WITH CADDY PYRAMID SYSTEM OR
EQUAL. SUPPORT PIPING AT A MINIMUM OF 6' APART. PROVIDE
SUPPORTS AT ALL CHANGES IN DIRECTION.
2. ROUT ALL REFRIGERANT PIPING TO AVOID WALKING PADS.
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6 JUN 11
DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
V^MARK
Building
North
O' 4' 8'
16'
10
M102
1/4" = l'-O
GRAPHIC SCALE
UNCLASSIFIED // FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
D
TRANSPORT ROOM (EAST)
M30^ SCALE: 1/4" = l'-O"
TRANSPORT ROOM (NORTH)
SCALE: 1/4" = l'-O"
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Drawing No.
10
M301
7/6/20117:58:17 PM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
D
C
B
A
1
2
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
DRAIN PAN
VARIABLE REFRIGERANT FAN COIL UNIT PIPING DIAGRAM
SCALE: NTS
A
VRFC-01 THRU 04
1"
"B"= A/2 +1 1/2"(MIN.)
"C"= A+B
ELEVATION VIEW
DRAW THRU COIL CONDENSATE DRAIN PIPING
SCALE: NTS
NOTES: ELEVATION VIEW
NOTES:
1. PROVIDE UNIT WITH INTEGRAL FLOAT SWITCH IN MAIN CONDENSATE DRAIN PAN.
2. BRACE UNIT FOR SEISMIC CRITERIA REQUIREMENTS. 1. BRACE UNIT FOR SEISMIC CRITERIA REQUIREMENTS.
VARIABLE REFRIGERANT FAN COIL DETAIL WITH DUCTWORK
SCALE: NTS
INLINE CABINET FAN DETAIL
SCALE: NTS
1. COUNTER FLASHING OVER FLASHING BY GENERAL CONTRACTOR.
Al
M50.
PIPING ROOF PENETRATION DETAIL
SCALE: NTS
VIBRATION ISOLATION DEVICES FOR ON EACH SIDE)
ROOFTOP EQUIPMENT.
4
5
3" MIN
ALL SIDES
ELEVATION VIEW
NOTES:
1. PROVIDE UNIT WITH INTEGRAL FLOAT SWITCH IN MAIN CONDENSATE DRAIN PAN.
2. BRACE UNIT FOR SEISMIC CRITERIA REQUIREMENTS.
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6 JUN 11
DATE
UDC - 29 FPH IFC SUBMISSION
UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
VjVIARK
10
M501
7/6/2011 7:58:20 PM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
2
NOTES:
1. TYPICAL HANGER SUPPORT FOR ALL PLUMBING AND MECHANICAL APPLICATIONS.
2. FOR PIPING INSULATION SPECIFICATION REFER TO SECTION 22 07 19.
/UJ L 1
DETAIL- ANCHOR
M50Z
SCALE: NO SCALE
7/6/2011 7:58:21 PM
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
1. TYPICAL HANGER SUPPORT FOR ALL PLUMBING AND MECHANICAL APPLICATIONS.
2. FOR PIPING INSULATION SPECIFICATION REFER TO SECTION 22 07 19.
€2
DETAIL - C CLAMP WITH PIPE HANGER
SCALE: NO SCALE
UNCLASSIFIED//FOR OFFICIAL USE ONLY
4
5
INSTALL NEOPRENE RUBBER
INSULATION OR SHIELDING
WHEN PIPING IS IN CONTACT
WITH DISSIMILAR MATERIALS (TYP)
CONCRETE WALL
TOLCO L-22
BRACKET
(TYP)
INSTALL NEOPRENE RUBBER
INSULATION OR SHIELDING
WHEN PIPING IS IN CONTACT
WITH DISSIMILAR MATERIALS (TYP)
CONCRETE WALL
INSTALL NEOPRENE RUBBER
INSULATION OR SHIELDING
WHEN PIPING IS IN CONTACT
WITH DISSIMILAR MATERIALS (TYP)
HILTI KWIKBOLT
KB-T2 ANCHOR
(TYP)
1-5/8" UNISTRUT
(TYP)
UNISTRUT PIPE
CLAMP
HILTI KWIKBOLT
KB-T2 ANCHOR
(TYP)
1-5/8" UNISTRUT
(TYP)
UNISTRUT PIPE
CLAMP
DETAIL - VERTICAL PIPE SUPPORT
SCALE: NO SCALE
US Army Corps
of Engineers
Baltimore District
Sacramento District
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UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
3
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5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
ROOF
VRC R B2 -01
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A
7/6/2011 7:58:23 PM
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M601
UNCLASSIFIED // FOR OFFICIAL USE ONLY
D
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1
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4
5
UNCLASSIFIED//FOR OFFICIAL USE ONLY
MAX COVERAGE AREA
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AIRFLOW DIAGRAM
M602
SCALE: NTS
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7/6/2011 7:58:24 PM
UNCLASSIFIED//FOR OFFICIAL USE ONLY
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
2
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
4
5
VARIABLE REFRIGERANT CONDENSING UNIT SCHEDULE
COOLING
HEATING
ELECTRICAL
TAG
LOCATION
AREA SERVED
TOTAL CAPACITY
(BTU/H)
EER
AMBIENT
TEMPERATURE
(°F)
TOTAL CAPACITY
(BTU/H)
COP
AMBIENT
TEMPERATURE
(°F)
OPERATING
WEIGHT (LBS)
VOLTS
PH
MCA
(A)
MANUFACTURER
MODEL
NOTES
1
VRC R B2 -01
ROOF
FIRE PUMP HOUSE
143683
11.4
98.4
120650
3.3
9
1036
208
I 3 n_
36
DAIKIN
REYQ168PATJ
1
VRC R B2 -02
ROOF
TRANSPORT ROOM
38043
10.7
98.4
36002
2.9
9
560
208
~|~ 3 J~
27
DAI KIN
RXYMQ48PVJU
NOTES:
1. SCHEDULED ELECTRICAL DATA SHOWS REQUIREMENTS PER POWER CONNECTION. BASIS OF DESIGN MODEL REQUIRES TWO POWER CONNECTIONS. PROVIDE FUSED DISCONNECT FOR EACH POWER CONNECTION.
VARIABLE REFRIGERANT FAN COIL SCHEDULE
FAN
COOLING
HEATING
ELECTRICAL
TAG
LOCATION
AREA SERVED
MAX FLOW
(CFM)
MIN FLOW
(CFM)
TOT. CAP.
(BTU/H)
SENS. CAP.
(BTU/H)
EAT DB
(°F)
EAT 1
WB
(°F)
LAT DB
(°F)
LAT
WB (°F)
TOT. CAP.
(BTU/H)
EAT DB
m
LAT DB
(°F)
OPERATING
WEIGHT (LBS)
VOLT.
PH.
MCA
(A)
MANUFACTURER
MODEL
NOTES
VRFC 1 B1 -01
FIRE PUMP ROOM
FIRE PUMP ROOM
1270
1020
35864
25423
85
70
62
61
30236
61
95
144
208
3
4.4
DAIKIN
FXMQ48MVJU
2
VRFC 1 B2 -05
INVERTER ROOM
INVERTER ROOM
335
265
11955
7862
85
70
63
61
10050
65
100
48
208
3
0.8
DAIKIN
FXZQ12MVJU
2
VRFC 1 B3 -02
PUMP ROOM
PUMP ROOM
1270
1020
47819
32345
85
70
62
61
40314
61
95
144
208
3
4.4
DAIKIN
FXMQ48MVJU
2
VRFC 1 A2 -03
TRANSPORT
ROOM
TRANSPORT ROOM
1270
1020
37270
29551
74
62
53
52
40077
70
105
144
208
3
4.4
DAIKIN
FXMQ48MVJU
2
VRFC 1 A2 -04
TRANSPORT
TRANSPORT ROOM
1270
1020
37282
29556
74
62
53
52
36002
70
“03
144
208
3
4.4
DAIKIN
FXMQ48MVJU
1,2
ROOM
NOTES:
1. REDUNDANT UNIT. SET THERMOSTAT FOR INTEGRAL UNIT 5°F HIGHER THAN NON-REDUNDANT UNIT.
2. PROVIDE UNIT WITH AUXILLARY DRAIN PAN AND LEAK DETECTION SYSTEM. PROVIDE INTEGRAL CONTROLS TO GENERATE GENERAL ALARM WHEN WATER IS DETECTED IN DRAIN PAN.
FAN SCHEDULE
FAN
MOTOR
BASIS OF DESIGN
TAG
LOCATION
SERVICE
AIRFLOW
(CFM)
S.P.
(IN.WG.)
TYPE
VOLUME
CONTROL
MOTOR
POWER
(HP)
E
V
.LECTRI
PH
HZ
MANUFACTURER
MODEL
REMARKS
EF 1 B2 -02
FIRE PUMP
ROOM
INVERTER
ROOM
75
0.2
INLINE
CONSTANT
VOLUME
0.2
120
1
60
TWIN CITY FAN
T150
1
EF 1 B2 -03
FIRE PUMP
ROOM
INVERTER
ROOM
75
0.2
INLINE
CONSTANT
VOLUME
0.2
120
1
60
TWIN CITY FAN
T150
1,2
REF R B2 -01
ROOF
RADON
MITIGATION
90
1.5
INLINE
CONSTANT
VOLUME
0.2
120
1
60
FANTECH
FR160
NOTES:
1. PROVIDE FAN WITH INLINE DUCT CONNECTOR ASSEMBLY.
2. REDUNDANT UNIT.
BRANCH SELECTOR SCHEDULE
OPERATING
ELECTRICAL
WEIGHT
MCA
TAG
LOCATION
EQUIPMENT SERVED
(LBS)
VOLTS
PH
(A)
MANUFACTURER
MODEL
NOTES
1 1
BS 1 A2 -03
FIRE PUMP ROOM
VRFC 1 A2 -03
26
208
3
0.1
DAIKIN
BSVQ60PVJU
BS 1 B1 -01
FIRE PUMP ROOM
VRFC 1 A1 -01
26
208
3
0.1
DAIKIN
BSVQ36PVJU
BS 1 B2 -04
FIRE PUMP ROOM
VRFC 1 B2 -05
26
208
3
0.1
DAIKIN
BSVQ36PVJU
BS 1 B3 -02
PUMP ROOM
VRFC 1 A3 -02
26
208
T 3
0.1
DAIKIN
BSVQ60PVJU
AIR TERMINAL SCHEDULE
AIRFLOW
RANGE
(CFM)
NOMINAL FACE
SIZE
(IN)
INLET/NEC
K SIZE
(IN)
MAX
PRESSURE
DROP
MAX
BASIS OF DESIGN
TAG
MIN
MAX
LENGTH WIDTH
DIAMETER
(IN.WG)
NC
TYPE
MANUFACTURER
MODEL
REMARKS
DSA-1
400
635
24 24
14
0.09
29
STEEL SQUARE FACE
SUPPLY DIFFUSER
TITUS
TMS
ELECTRIC UNIT HEATER SCHEDULE
1 AIRFLOW 1
ELECTRIC
| BASIS OF DESIGN |
TAG
(CFM) KW
V PH
HZ
MANUFACTURER | MODEL |
REMARKS
EUH 1 B1 -01 700 4 208 3 60 INDEECO UCI 1,2
EUH-1 B3 -02 700 4 208 3 60 INDEECO UCI 1,2
NOTES:
1. PROVIDE HEATER WITH INTEGRAL THERMOSTAT.
2. PROVIDE HEATER WITH FUSED DISCONNECT.
WALL MOUNTED ROOM HUMIDIFIER SCHEDULE
INPUT
ELECTRICAL DATA
STEAM
BASIS OF DESIGN
UNIT
IDENTIFICATION
SPACE
SERVED
CAPACITY
(LBS/HR)
POWER
(KW)
VOLTS
PHASE
HERTZ
HOSE SIZE
(IN)
MANUFACTURER
MODEL
REMARKS
HUM 1 A2 -1
TRANSPORT
ROOM
5
2
120
1
60
7/8"
NORTEC
NHTC-005
1,2
NOTES:
1. PROVIDE BUILT-ON BLOWER PACK. UNIT SHALL BE MOUNTED SO THAT TOP OF BLOWER PACK SHALL BE A MINIMUM OF 18 IN BELOW
STRUCTURE ABOVE.
2. PROVIDE HUMIDIFIER WITH INTEGRAL HUMIDISTAT.
A
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/6/2011 7:58:24 PM
US Army Corps
of Engineers
Baltimore District
Sacramento District
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DATE
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UDC - 29 FPH 95% SUBMISSION
DESCRIPTION
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Drawing No.
10
M610
UNCLASSIFIED // FOR OFFICIAL USE ONLY
1
2
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
SYMBOL
GENERAL ABBREVIATIONS
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
ACCU AIR COOLED COMPRESSOR UNIT
AHU AIR HANDLING UNIT
Al ANALOG INPUT
ACP APPLICATION SPECIFIC CONTROL PANEL
AMD AIR MEASURING DEVICE
AUTO AUTOMATIC
AO ANALOG OUTPUT
ATS AUTOMATIC TRANSFER SWITCH
AVG AVERAGE
AUX AUXILIARY
BT BELLY TANK
BAS BUILDING AUTOMATION SYSTEM
BCU BLOWER COIL UNIT
CFM
CHWP
CH
CHW
CHWR
CHWS
CWP
CWR
CWS
CPM
CRAC
CS
CT
CTR
CUH
CV
CVS
CVE
CPI, 2
DPR
DPAL
DPAH
DB
DDC
DEG
Dl
DHWR
DHWS
DO
COMMON OR COIL
CUBIC FEET PER MINUTE
CHILLED WATER PUMP
CHILLER
CHILLER WATER (SYSTEM)
CHILLED WATER RETURN
CHILLED WATER SUPPLY
CONDENSATE WATER PUMP
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
CHILLER PLANT MANAGER
COMPUTER ROOM AIR CONDITIONING UNIT
CURRENT SWITCH
COOLING TOWER
CENTER
CABINET UNIT HEATER
CONSTANT VOLUME/ CONTROL VALVE
CONSTANT VOLUME SUPPLY BOX
CONSTANT VOLUME EXHAUST BOX
CHILLER PLANT 1 (2)
DAMPER
DIFFERENTIAL PRESSURE ALARM LOW
DIFFERENTIAL PRESSURE ALARM HIGH
DRY BULB
DIRECT DIGITAL CONTROL
DEGREES
DIGITAL INPUT
DOMESTIC HOT WATER RETURN
DOMESTIC HOT WATER SUPPLY
DIGITAL OUTPUT
DIFFERENTIAL PRESSURE TRANSMITTER
DAY TANK
DIFFERENTIAL PRESSURE
EXHAUST FAN
ELECTRIC HEATING COIL
EQUALIZER LINE
ENERGY RECOVERY COIL
HAL HUMIDITY ALARM LOW
HAH HUMIDITY ALARM HIGH
HAHH HUMIDITY ALARM HIGH-HIGH
HUM HUMIDIFIER
HX HEAT EXCHANGER
HI HIGH
HL HIGH LIMIT
H-O-A HAND-OFF-AUTO. SELECTOR SWITCH
INDUSTRIAL GRADE
INPUT/OUTPUT
INSTRUMENTATION & CONTROL
KILOVOLT
KILOWATT
LOCAL
LOCAL AREA NETWORK
LEVEL ALARM LOW
LEVEL ALARM HIGH
LIGHT EMITTING DIODE
MBH MILLION BRITISH THERMAL UNITS
MCC MOTOR CONTROL CENTER
MGS MANUAL GRADUAL SWITCH
MW MAKE-UP WATER
MS MECHANICAL SERVICE TUNNEL
NC NORMALLY CLOSED (FORM B)
N/E NORMAL / EMERGENCY
NO NORMALLY OPEN (FORM B)
OD OUTDOOR
OA OUTDOOR AIR
OFRT OVERFLOW TANK
O/C OPEN/CLOSE
P PUMP
PCU PRIMARY CONTROL UNIT
PB PUSH BUTTON
PCHWP PRIMARY CHILLED WATER PUMP
PHS PUSH BUTTON SWITCH
PLC PROGRAMMABLE LOGIC CONTROLLER
PPM PART PER MILLION
PRESS PRESSURE
PTR PIPE TRENCH
PRV PRESSURE REDUCING VALVE
RM
RDEF
REF
REF
RF
RH
RO
SA
SCU
SCADA
SCHWP
SCHWR
SCHWS
SP
S/S
SWP
TAL
TAH
TEC
TEMP
TES
VRC
VSD
VAV
VLV
VRFC
WB
WAO
WC
XMTR
XFMR
ROOM
RADON EXHAUST FAN
RADON EXHAUST FAN
REFRIGERANTVPURGE GENERAL EXHAUST FAN
RETURN AIR FAN
RELATIVE HUMIDITY
REVERSE OSOMOSIS
SUPPLY AIR
SECONDARY CONTROL UNIT
SUPERVISORY CONTROL AND DATA ACQUISITION
SECONDARY CHILLED WATER PUMP
SECONDARY CHILLED WATER RETURN
SECONDARY CHILLED WATER SUPPLY
SMOKE DETECTOR
SEQUENCE OF OPERATION
SUPPLY AIR FAN
SMOKE DAMPER
SET POINT
START/STOP
SECONDARY WATER PUMP
TEMPERATURE ALARM LOW
TEMPERATURE ALARM HIGH
TERMINAL CONTROL UNIT
TEMPERATURE
THERMAL ENERGY STORAGE TANK
UNDER FLOOR
UNIT HEATER
UNINTERRUPTABLE POWER SUPPLY
UNDER VOLTAGE RELAY
VARIABLE REFRIGERANT CONDENSING UNIT
VARIABLE SPEED DRIVE
VARIABLE AIR VOLUME
VALVE
VARIABLE REFRIGERANT FAN COIL
WET BULB
WORK AREA OUTLET
WATER COLUMN
TRANSMITTER
TRANSFORMER
END SWITCH OR LIMIT SWITCH
END SWITCH OR LIMIT SWITCH (OPEN)
END SWITCH OR LIMIT SWITCH (CLOSED)
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AMD ON MECH
DWG
DEGREES FARENHEIT
FIRE ALARM PANEL
FIRE ALARM SYSTEM
FAIL CLOSE
FLOW ALARM LOW
FLOW ALARM HIGH
FUEL OIL STORAGE TANK
FAIL TO LAST POSITION
FUEL OIL PUMP
FAN POWERED TERMINAL UNIT
FIRE PUMP HOUSE
QUADRANGLE 1 ,
TYPICAL FOR Q2, Q3, Q4
SEQUENCE OF OPERATIONS:
" "REFER TO- SPECIFICAT ION 23 09 08FOR
SPECIFIC SEQUENCE OF OPERATION (SOO) FOR
EACH SYSTEM DEPICTED IN THE DRAWINGS.
GPM GALLONS PER MINUTE
GWR GLYCOL WATER RETURN
GWS GLYCOL WATER SUPPLY
GWP GLYCOL WATER PUMP
FOR CROSS REFERENCE BETWEEN DRAWINGS AND SOO
EACH SOO HAS LISTED EQUIPMENT AS IT APPLIES TO AND
IDENTIFIED ON DRAWINGS.
EQUIPMENT NUMBERING
GENERAL NOTES:
1 . NOT ALL SYMBOLS & ABBREVIATIONS ARE USED
REFER TO INDIVIDUAL DRAWINGS FOR APPLICABILITY
STARTER
WHEN NAMING EQUIPMENT AT EMCS, CONTROL CONTRACTOR SHALL ADD
THIS BUILDING NAME (FPH) AS PREFIX TO EQUIPMENT NUMBER.
UNCLASSIFIED//FOR OFFICIAL USE ONLY
5/11/2007 12:41:20 PM
4
CONTROL SYMBOLS
ik ji
i i
DESCRIPTION
DDC POINT DESCRIPTOR WITH NAME
Al- ANALOG INPUT
Dl - DIGITAL INPUT
AO - ANALOG OUTPUT
DO - DIGITAL OUTPUT
TEMPERATURE SENSORVTRANSMITTER
WITH AVERAGING ELEMENT
(WITH SENSOR NUMBER)
TEMPERATURE SENSORVTRANSMITTER
WITH SINGLE POINT ELEMENT
(WITH SENSOR NUMBER)
TEMPERATURE SENSORVTRANSMITTER
WITH PIPE WELL (WITH
SENSOR NUMBER)
SYMBOL
DESCRIPTION
WIRES
WIRES CONNECTED
NETWORK INTERCONNECTING PCU TO
ETHERNET SWITCH
NETWORK INTERCONNECTING VSD TO
EACH OTHER AND TO PCU OR
NETWORK INTERCONNECTING TEC TO
EACH OTHER AND TO PCU OR
SCU NETWORK INTERCONNECTING SCU TO
EACH OTHER AND TO PCU
ETHERNET CABLE INTERCONNECT EMCS
AMONGST ALL BUILDING AT THE SITE
SOFTWARE INTERLOCK
US Army Corps
of Engineers
Baltimore District
Sacramento District
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1 ; Charles A. j
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HUMIDITY SENSORVTRANSMITTER
(WITH SENSOR NUMBER)
LOW TEMPERATURE SWITCH-
FREEZESTAT (WITH SENSOR
NUMBER)
LOW TEMPERATURE SWITCH-
PIPE STAT (WITH SENSOR NUMBER)
SMOKE DETECTOR (WITH SENSOR
NUMBER)
DIFFERENTIAL PRESSURE SWITCH
(WITH SENSOR NUMBER)
ELECTRIC ACTUATOR
DOUBLE ACTING
PNEUMATIC ACTUATOR
TWO WAY CONTROL VALVE
(WITH FAIL POSITION DESIGNATION)
THREE WAY CONTROL VALVE
(WITH PORT DESIGNATION)
w
/ \
tip
-Eli]
DAMPER ACTUATOR
CURRENT SWITCH
PRESSURE SENSOR/TRANSMITTER
VIBRATION SWITCH
FLOW SENSORVTRANSMITTER
IN AIR SYSTEM
FLOW METERVTRANSMITTER
- IN WATER SYSTEM
CHILLED WATER COIL
XS) !XY
ROOM TEMPERATURE SENSORVTRANSMITTER
(WITH SENSOR NUMBER)
ROOM HUMIDITY SENSORVTRANSMITTER
(WITH SENSOR NUMBER)
FIBER OPTIC INTERFACE
PILOT LIGHT (WITH LENS COLOR)
WATER DETECTOR
WATER FLOW SWITCH (WITH SENSOR
NUMBER)
DUCT OR SPACE AIR QUALITY SENSOR (WITH
SENSOR NUMBER)
DAMPER END SWITCH (WITH SENSOR NUMBER]
LIMIT SWITCH (WITH SENSOR NUMBER)
DUCT OR SPACE CARBON DIOXIDE SENSOR
(WITH SENSOR NUMBER)
AIR FLOW MONITORING STATION / DEVICE
UNASSIGNED - SWITCH OR SENSOR
AS DEFINED NEXT TO THE SYMBOL
SILICONE CONTROLLED RECTIFIER
HUMIDIFIER
ELECTRIC HEATING COIL
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OPPOSED BLADE DAMPER
CONSTANT VOLUME OR
VSD CONTROLLED FAN
PARALLEL BLADE DAMPER
FILTER
FILTER ASSEMBLY
VARIABLE FREQUENCY DRIVE
HYDROGEN SENSORVTRANSMITTER
(WITH SENSOR NUMBER)
ROUND TERMINAL BOX DAMPER
(WITH FAIL POSITION DESIGNATION)
CONSTANT VOLUME FAN
OR PUMP STARTER
EH]
*
DIFFERENTIAL PRESSURE TRANSMITTER
LEVEL SWITCH (WITH SENSOR NUMBER)
LEVEL TRANSMITTER
MANUAL VALVE
UNCLASSIFIED//FOR OFFICIAL USE ONLY
EXHAUST
AIR
D
INPUT/OUTPUT
INSTALL IN
PUMP ROOM
ETHERNET SWITCHES
(TYPICAL)
REFER TO SPECIFICATION 23 09 08 FOR SEQUENCE OF OPERATION FOR EQUIPMENT SHOWN HERE
GENERAL NOTES:
STRUCTURAL
SUPPORT (TYPICAL)
EXHAUST
AIR
TO EXHAUST
FAN
INSTALL IN
TRANSPORT ROOM
120 VAC
> DO
POWER SIDE
1&2
< Dl E
10
INSTALL 2" BELOW
BOTTOM OF STRUCTURAL
SUPPORT
WALL MOUNTED HYDROGEN MONITOR
PANEL WITH LOCAL:
- HYDROGEN LEVEL DISPLAY
- ALARM LIGHT
- AND HORN WITH SILENCE BUTTON
©
©
QUANTITY OF POINTS TO BE MONITORED IN THIS SYSTEM
ARE FEW AND ARE ALREADY DETAILED HERE, SO SEPARATE
HARDWIRED POINTS LIST IS NOT REQUIRED.
HARDWIRE ACTUATORS AND DAMPER END SWITCH TO
RESPECTIVE STARTER SUCH THAT DAMPER OPEN WHEN FAN
IS COMMANDED TO START AND RESPECTIVE FAN SHALL
START ONLY IF ITS DAMPER END SWITCHES CONTACT CLOSE
IN CENTER
OF ROOM
BACK
DRAFT
DAMPER
INSTALL IN PUMP ROOM
OUTSIDE NEAR DOOR FROM
THE INVERTER ROOM AT HEIGHT OF 6'
ABOVE FINISHED FLOOR
AIR
INSTALL NEXT TO ROOM
TEMPERATURE SENSOR
INVERTER ROOM PH
HIGH HYDROGEN ALARM
Dl
HAH=60% RH
HAL=30% RH
HS)
^ Al SPACE HUMIDITYf-
INVERTER ROOM
PH-1-IR/1
PROVIDE CONTACT
FOR SCADA SYSTEM USE
HIGH-HIGH ALARM
EXTEND 120V OR 24V
UPS POWER FROM EMCS
PANEL, AS REQUIRED
REMARK: HUMIDIFIER FOR THIS SPACE
IS SELFCONTAINED/CONTROLLED UNIT
AND HAS NO INTERFACE WITH EMCS
13
TRANSPORT ROOM
HUMIDITY MONITORING
EFv FAN PROOF
INVERTER ROOM EXHAUST FANS X& Y
EXHAUST
NETWORK WITH
OTHER BUILDINGS
AT THIS SITE VIA
ADMIN BUILDING
M-702 SCALE: N0NE ©
EFx DESIGNATES EF 1 B2-02
EFy DESIGNATES EF 1 B2-03
120 VAC
POWER SIDE 2
05
120 VAC
POWER SIDE 1
EMCS RISER DIAGRAM
SCALE: NONE
06
M-702
N
120 VAC
Dl
REFRA1-1 PROOF
11
M-702
SCALE: NONE
©
INVERTER ROOM AIR SYSTEM
1-702
SCALE: NONE
©
pAllRADON LEVEL IN BLDG AT LOC 2 f
IN PUMP
ROOM PH-1 FPR /
AT COLUMN IB
RADON SENSOR
NON POTABLE WATER METER
-) NON POTABLE WATER METER Dl 3
PULSE SIGNAL
<J Al RADON LEVEL IN BLDG AT LOC-1 f
IN PUMP
ROOM PH-1 PR/1 ^
AT COLUMN 3A (xs)-
WATER
METER
BY PLUMBING
CULINARY WATER METER
07
RADON SENSOR
WATER
METER
BY PLUMBING
-) CULINARY WATER METER Dl 3
PULSE SIGNAL
RADON EXHAUST REF RAM
M-702 SCALE: NONE @
08
M-702
RADON MONITORING IN BLDG
SCALE: NONE Q
12
MONITORING IN PLUMBING SYSTEM
POWER RELAY PANEL
1-702
SCALE: NONE
©
SCALE: NONE
©
M-702 SCALE: N0NE
REMARK: VRC, AND VRFC ARE SELF CONTAINED/CONTROL SYSTEM.
ONCE ENABLE, CONTROLLER FOR VRFC PROVIDE CONTROL MAINTAIN
SPACE TEMPERATURE SETPOINT.
CONTROLLER
FOR
VRFC 1 A2-I
04
USE NC CONTACT SO THAT ON
EMCS PANEL FAILURE EQUIPMENT
CONTINUE TO OPERATE
VRFC 1 A2-04 ENABLE/DISABLE
doR
5
5
VRFC 1 A2-04 IN ALARM
Dl D
VRFC 1 A2-04 OPERATING STATUS
Dl ©
INPUT/OUTPUT BETWEEN
EMCS AND CONTROLLER FOR VRFC 1 A2-04
M-702 SCALE: N0NE
TYPICAL FOR ALL OTHER VRFC
REMARK: WHEN VRFC IS STARTED
ASSOCIATED VRC SHALL START AS
REQUIRED
UNCLASSIFIED//FOR OFFICIAL USE ONLY
5/11/2007 12:41:20 PM | I
UNIT HEATERS EUH HAVE INTEGRAL TEMPERATURE
SENSOR AND IS SELF CONTROLLED.
09 EQUIPMENT NOT CONTROLLED BY EMCS
7^0^ SCALE: NONE
INPUT/OUTPUT BETWEEN
EMCS AND VRC CONTROLLER
M-702 SCALE: N0NE
TYPICAL FOR VRC R B2-02
INSTALL SPACE TEMPERATURE
SENSOR NEXT TO CONTROLLER FOR FCU-4
TRANSPORT ROOM SPACE TEMP
Al ©
03
M-702
SPACE TEMPERATURE MONITORING
FOR TRANSPORT ROOM
SCALE: NONE ^
TYPICAL FOR FIRE PUMP ROOM,
PUMP ROOM, INVERTER ROOM
X
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1
2
WATER IN VRFC 1 A2-04 SECONDARY DRAIN PAN
FIR FLOW
Dl D
INSTALL WATER LEAK DETECTION TAPE ON
PAN FLOOR. IT NEEDS TO BE IN MIDDLE OF PAN
BE ACROSS THE FULL WIDTH
01
M-703
WATER DETECTION IN VRFC
SECONDARY DRAIN PAN
SCALE: NONE
©
TYPICAL FOR ALL OTHER VRFC CONTAINMENT.
REFER TO MECH SCHEDULE FOR QUANTITY,
LOCATION AND EQUIPMENT NUMBER.
PROVIDE REQUIRED INTERFACE CARDS AND CONNECTION PORTS
GRAPHIC DISPLAY AT EMCS OPERATOR WORKSTATION: ALL POINTS
ALARMS: CONTACT CLOSURE OF ALL BINARY POINTS
POINT DESCRIPTION
INPUT TO EMCS
BINARY
ANALOG
H-O-A NOT ON AUTO
X
VSD FAILURE
X
SPEED FEEDBACK
X
OPERATING CURRENTAKW
X
VSD ON BYPASS (WHERE APPLICABLE)
X
NETWORK INTERFACE POINTS -
BETWEEN VSD AND EMCS
M-703 SCALE: NONE
POINTS DESCRIPTION IS GENERAL DESCRIPTION. ACTUAL POINT NAME MAY
BE DIFFERENT WITH DIFFERENT SUPPLIER. FURTHERMORE, POINT LIST IS
FOR MINIMUM POINTS TO BE MONITORED, BUT NOT LIMITED TO.
3
UNCLASSIFIED//FOR OFFICIAL USE ONLY
4
REFER TO SPECIFICATION 23 09 08 FOR SEQUENCE OF OPERATION FOR EQUIPMENT SHOWN HERE
SWP-1
MINIMUM FLOW
BYPASS
TO COOLING TOWERS
02
M-703
SECONDARY WATER PUMP
SWP-1 AND SWP-2
SCALE: NONE Q
GENERAL NOTES:
(Jj QUANTITY OF POINTS TO BE MONITORED IN THIS SYSTEM
ARE FEW AND ARE ALREADY DETAILED HERE, SO SEPARATE
HARDWIRED POINTS LIST IS NOT REQUIRED.
©HARDWIRE ACTUATORS AND DAMPER END SWITCH TO
RESPECTIVE STARTER SUCH THAT DAMPER OPEN WHEN FAN
IS COMMANDED TO START AND RESPECTIVE FAN SHALL
START ONLY IF ITS DAMPER END SWITCHES CONTACT CLOSE.
© VSD IS NETWORKED WITH EMCS. POINTS LIST IS PROVIDED.
/TN CONTROL TO BOTH PUMPS IS SHOWN TO BE FROM ONE
Vi/ CONTROLLER. HOWEVER START/STOP TO THE FAN
SHALL BE VIA LATCHING RELAY SO THAT ON
CONTROLLER FAILURE UNIT CONTINUE TO OPERATE.
USE OF NC OUTPUT FROM EMCS IS NOT ACCEPTABLE,
AS BOTH PUMPS WILL START ON EMCS PANEL FAILURE.
LATCHING RELAY IS NOT REQUIRED IF CONTROL CONTRACTOR
DECIDES TO ADD ANOTHER EMCS CONTROLLER TO
THE BUILDING AND THEN PROVIDE CONTROL TO TWO
PUMPs IS FROM TWO DIFFERENT SCU\PCUs.
US Army Corps
of Engineers
Baltimore District
Sacramento District
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CONTACT BY PUMP
CONTROL PANEL
SUPPLIER
1
T
CONTACT BY
HEATING
CONTROL PANEL
SUPPLIER
CULINARY PUMP CONTROL
SYSTEM COMMON TROUBLE ALARM
Dl
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1 T- 1
A STORAGE TANK HEATING
Dl
V
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/SYSTEM COMMON TROUBLE ALARM
MONITORING AT CULINARY
WATER PUMPING SYSTEM
M-703 SCALE: none
MONITORING AT TANK HEATING
SYSTEM
M-703 SCALE: none
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UNCLASSIFIED//FOR OFFICIAL USE ONLY
UNCLASSIFIED//FOR OFFICIAL USE ONLY
REMARK: INTERFACE BETWEEN PLC BASE FUEL OIL CONTROL
SYSTEM AND EMCS WILL TAKE PLACE IN GP1 AND THEREFORE
THERE IS NO EMCS TO FUEL OIL TANKS.
'FUELOIL
/ TANKS 1
BUILDING NAME ABBREVIATIONS:
/
7$
// I
H a
if i j
a i i
PWH
ALL CABLE INTERCONNECTING
EMCS AT EACH BUILDING TO EACH OTHER
VIA ADM BUILDING IS ETHERNET CABLE
KEN
B
ADM
CPI, 2
DCM1 ,2,3,4
GP1 ,2,3,4
FPH
KEN
PWH
TES TANK
VCC
VCIF
ADMINISTRATION BUILDING
CHILLER PLANT #1, #2
DATA CENTER MODULE #1 , #2, #3, #4
GENERATOR PLANT #1 , #2, #3, 4
FIRE PUMP HOUSE
KENNEL
PERIMETER WAREHOUSE
THERMAL ENERGY STORAGE TANK
VISITOR CONTROL CENTER
VEHICLE CARGO INSPECTION FACILITY
■T]
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FUEL OIL1 | !
TANKS 2 1 ; i
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HARD WIRED
CABLE FROM
EMCS PANEL
TO TES TANK
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EMCS OPERATOR
WORKSTATION
TO BE IN CP2
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FPH
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01
SITE EMCS RISER DIAGRAM
M-712 SCALE: N0NE
REFER TO SITE DRAWINGS FOR CONDUIT RUN FROM ADM TO EACH BUILDING
(AS SHOWN HERE, CONDUIT FROM ADM TO KEN IS VIA PWH)
UNCLASSIFIED//FOR OFFICIAL USE ONLY
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US Army Corps
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Sacramento District
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5/11/2007 12:41:20 PM
D
C
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1
2
3
4
UNCLASSIFIED//FOR OFFICIAL USE ONLY
ABBREVIATIONS
A
G
Q
SYMBOLS
ABV
ABOVE
G
NATURAL GAS
QTY
QUANTITY
AD-X
AREA DRAIN
GA
GAUGE
QD
QUICK DISCONNECT
AFF
ABOVE FINISHED FLOOR
GAL
GALLON
R
AP
ACCESS PANEL
GALV
GALVANIZED
APPROX
APPROXIMATE
GC
GENERAL CONTRACTOR
RAC
RUN ABOVE CEILING
ARCH
ARCHITECTURAL
GCO
GROUND CLEANOUT
RAF
RUN ABOVE FLOOR
AVG
AVERAGE
GEN
GENERAL
RBC
RUN BELOW CEILING
GPD
GALLONS PER DAY
RBF
RUN BELOW FLOOR
B
GPH
GALLONS PER HOUR
RD
ROOF DRAIN
GPM
GALLONS PER MINUTE
REF
REFERENCE
BMS
REQD
REQUIRED
BFP
BACKFLOW PREVENTOR
REV
REVISION
BLDG
BUILDING MANAGEMENT SYSTEM
H
RM
ROOM
BLW
BELOW
HB
HOSE BIBB
ROS
REVERSE OSMOSIS SYSTEM
BOP
BOTTOM OF PIPE
HD
HEAD
RPM
REVOLUTIONS PER MINUTE
BOT
BOTTOM
HP
HORSE POWER
RPZ
REDUCED PRINCIPLE ZONE
BSMT
BASEMENT
HORIZ
HORIZONTAL
RWC
RAIN WATER CONDUCTOR
BTU
BRITISH THERMAL UNIT
HR
HOUR
BWV
BACKWATER VALVE
HWRP
HOT WATER RETURN PUMP
S
C
CL
°C
CAP
CBV
CFH
CFM
Cl
CLG
CO
COL
CONC
CONN
CONT'D
CONTR
CORR
CENTER LINE
DEGREES CENTIGRADE
CAPACITY
CIRCUIT BALANCING VALVE
CUBIC FEET PER HOUR
CUBIC FEET PER MINUTE
CAST IRON
CEILING
CLEANOUT
COLUMN
CONCRETE
CONNECTION
CONTINUATION
CONTRACTOR
CORRIDOR
DCW
DOMESTIC COLD WATER
DEG
DEGREE
DET
DETAIL
DFU
DRAINAGE FIXTURE UNIT
DHW
DOMESTIC HOT WATER
DHWR
DOMESTIC HOT WATER RETURN
DIA
DIAMETER
DISCH
DISCHARGE
DIV
DIVISION
DIW
DOWN IN WALL
DN
DOWN
DWBP
DOMESTIC WATER BOOSTER PUMP
DWG
DRAWING
DWH
DOMESTIC WATER HEATER
DWV
E
DRAINAGE, WASTE & VENT
(E)
EXISTING
EA
EACH
EL
ELEVATION
ELEC
ELECTRICAL
ENT
ENTERING
EQ
EQUAL
EQUIP
EQUIPMENT
EQUIV
EQUIVALENT
ET
EXPANSION TANK
ETC
AND SO FORTH
EWT
ENTERING WATER TEMPERATURE
EWC
ELECTRIC WATER COOLER
EXP
EXPANSION
EXT
EXTERNAL
EWH
F
ELECTRIC WATER HEATER
°F
DEGREES FAHRENHEIT
FCO
FLOOR CLEANOUT
FD
FLOOR DRAIN
FI
FILTER
FIN
FINISHED
FLG
FLANGE
FLEX
FLEXIBLE
FLR
FLOOR
FPM
FEET PER MINUTE
FPS
FEET PER SECOND
FR
FROM
FT
FEET
FU
FIXTURE UNIT
1
S/SHO
SAFETY SHOWER
SS/EW
SAFETY SHOWER/EYE WASH
ID
INTERNAL DIAMETER
SA-X
SHOCK ABSORBER
IE
INVERT ELEVATION
SAN
SANITARY
IN
INCHES
SH
SHOWER
IW
INDIRECT WASTE
SK
SINK
IWH
INSTANTANEOUS WATER HEATER
SP
SUMP PUMP
SPEC
SPECIFICATION
L
SQ FT
SQUARE FEET
SRV
SAFETY RELIEF VALVE
LAV
LAVATORY
SS
STAINLESS STEEL
LB
POUND
ST
STORM
LIQ
LIQUID
STL
STEEL
LS
LOCK SHIELD
STR
STRUCTURAL
SYS
SYSTEM
M
MAX
MAXIMUM
MBH
THOUSAND BTU'S PER HOUR
MCC
MECHANICAL CONTROL CENTER
MECH
MECHANICAL
MFR
MANUFACTURER
MH
MANHOLE
MIN
MINIMUM
MISC
MISCELLANEOUS
MR
MOP RECEPTOR
MTD
MOUNTED
MV
MIXING VALVE
T
TNK
TANK
TD
TRENCH DRAIN
TDH
TOTAL DYNAMIC HEAD
TEMP
TEMPERATURE
THERM
THERMOMETER
Tl
TEMPERATURE INDICATOR
TP
TRAP PRIMER
T&P
TW
TEMPERED WATERRESSURE RELIEF VALVE
TWR
TEMPERED WATER RETURN
TYP
TYPICAL
N
U
NC
NORMALLY CLOSED
UNO
UNLESS OTHERWISE NOTED
NEG
NEGATIVE
UR
URINAL
WH
NON-FREEZE WALL HYDRANT
NIC
NOT IN CONTRACT
V
NG
NATURAL GAS
V
SANITARY VENT
No
NUMBER
VA
VALVE
NO
NORMALLY OPEN
NPW
NON-POTABLE WATER
VERT
VERTICAL
NTS
NOT TO SCALE
VTR
VENT THRU ROOF
NOM
NOMINAL
W
O
OD
OUTSIDE DIAMETER
OHD
OPEN HUB DRAIN
OPG
OPENING
OSD
OPEN SITE DRAIN
W/
WITH
W/O
WITHOUT
WC
WATER CLOSET
WH
WALL HYDRANT
WFU
WATER FIXTURE UNIT
P
PH
PHASE
PI
PRESSURE INDICATOR
PRESS
PRESSURE
PRV
PRESSURE REDUCING VALVE
PS
PRESSURE SWITCH
PSI
POUNDS PER SQUARE INCH
PSIG
POUNDS PER SQUARE INCH GAUGE
PSIA
POUNDS PER SQUARE INCH ABSOLUTE
PT
PRESSURE TRANSMITTER
PVC
POLYVINYL CHLORIDE
SINGLE LINE
DESCRIPTION
/SAN\
w
SANITARY WASTE RISER IDENTIFICATION
©
DOMESTIC WATER RISER IDENTIFICATION
r— SECT. OR
Sx \ DET- NO-
w
L_ DWG. NO.
SECTION OR DETAIL IDENTIFICATION
-M 6—
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PRESSURE REGULATING VALVE
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PIPING FITTINGS
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UNCLASSIFIED//FOR OFFICIAL USE 0NLYdrawings
7/7/2011 8:59:03 AM T
5
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED, DESIGNED, AND INSTALLED IN ACCORDANCE
WITH ALL REFERENCED CODES, STANDARDS, AND REGULATIONS.
2. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS
AS REQUIRED TO PROVIDE A COMPLETE INSTALLATION.
3. PLANS INDICATE GENERAL ARRANGEMENT ONLY. REFER TO ARCHITECTURAL,
HVAC AND ALL ASSOCIATED CONTRACT DRAWINGS FOR ACTUAL SPACE AVAILABLE.
MODIFICATIONS TO ACTUAL SPACE AND OTHER TRADES ARE PART OF THIS CONTRACT.
4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL PIPING, DRAINS,
AND CLEANOUTS WITH ALL TRADES AND DRAWINGS PRIOR TO COMMENCING
INSTALLATION. NO ADDITIONAL COST TO THE OWNER WILL BE ALLOWED IF
ATTRIBUTED TO A FAILURE TO COORDINATE.
5. PLUMBING CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR
EXACT LOCATION OF FIXTURES.
6. ALL PIPING INCLUDING STORM, SANITARY, AND VENT INDICATED ON THE PLANS
SHALL BE LOCATED ABOVE FINISHED CEILING, IN CHASES, SHAFTS, OR WALL
CAVITIES UNLESS SHOWN OR NOTED OTHERWISE. PLASTIC PIPING IS NOT TO BE
RUN IN CEILINGS USED AS PLENIUMS.
7. ALL STORM, AND SANITARY WASTE PIPING 3" AND GREATER SHALL SLOPE 1/8" PER FT or 1% MINIMUM.
ALL STORM, SANITARY, AND WASTE PIPING LESS THAN 3" SHALL SLOPE 1/4" PER FT or 2% MINIMUM
UNLESS OTHERWISE NOTED.
8. ALL VENTS THAT CONNECT TO HORIZONTAL DRAINAGE PIPES SHALL HAVE ITS INVERT
TAKEN OFF ABOVE THE DRAINAGE CENTER LINE. ALL VENT PIPING SHALL HAVE A POSITIVE
SLOPE TOWARD THE DRAINS THAT THEY SERVE.
9. RISER DIAGRAMS SHALL BE USED PRIMARILY FOR THE SIZING OF PIPING AND
NOT NECESSARILY FOR PIPING ARRANGEMENT.
10. CONTRACTOR SHALL PROVIDE AND INSTALL DIELECTRIC UNIONS WHEN CONNECTING
PIPING AND/OR EQUIPMENT OF DISSIMILAR MATERIALS.
11. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHALL BE CHECKED AND
VERIFIED BY CONTRACTOR AT THE SITE BEFORE PROCEEDING WITH WORK.
12. VALVES, SHOCK ABSORBERS, AND TRAP PRIMERS ARE TO BE LOCATED IN AN
ACCESSIBLE LOCATION, OR PROVIDED WITH AN ACCESS PANEL. LOCATIONS OF ANY
ACCESS PANELS ARE TO BE COORDINATED WITH ARCHITECTURAL AND INTERIOR
DRAWINGS, AS WELL AS WITH THE OWNER'S REPRESENTATIVE.
13. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE OR SOIL STACK,
RAINWATER CONDUCTOR, EXTERIOR CAST IRON STORM BOOTS AND VENT STACK.
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of Engineers
Baltimore District
Sacramento District
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14. ALL DRAINAGE, SOIL, WASTE, VENT AND STORM PIPING SHALL BE RUN AND INSTALLED
USING 45 DEGREE OFFSET FITTINGS FOR CONNECTIONS OR CHANGE OF DIRECTIONS.
15. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR PIPING. DO
NOT LEAVE PIPING OPEN ENDED.
16. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRIS
CAUSED BY THE PERFORMANCE OF WORK INCLUDED IN THIS CONTRACT.
LINE DESIGNATIONS
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5
DRAWING NOTES:
©SEE CIVIL PACKAGE 11.3 FOR CIVIL DRAWINGS AND SPECIFICATIONS
FOR OTHER WORK IN THIS BUILDING.
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ELASTOMERIC
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CONCRETE OR CMU WALL
PIPE SLEEVE FOR NEW
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WATER METER AND BACKFLOW ASSEMBLY
SCALE: NO SCALE
UNCLASSIFIED//FOR OFFICIAL USE ONLY
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PLUMBING SPECIALTIES SCHEDULE
SYMBOL
DESCRIPTION
BASIS OF DESIGN
REMARKS
TP-1
TRAP PRIMER
PPP INC. MINI PRIME
ELECTRONIC TRAP PRIMER WITH
BOX AND DISTRIBUTION UNIT
WH
WALL HYDRANT
JR SMITH 5509QT
HB
HOSE BIBB
NIBCO QT57X
BFP-1
DOMESTIC
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WATTS SERIES 909
REDUCED PRESSURE ZONE TYPE
ASSE 1013
BFP-2
DOMESTIC
WATER BFP
WATTS SERIES 7
DOUBLE CHECK TYPE
ASSE 1024
PLUMBING DRAINAGE SCHEDULE
SYMBOL
DESCRIPTION
LOCATION
BASIS OF
DESIGN
FD-A
FLOOR DRAIN
MECH. EQUIP. AREAS
J R SMITH 2210 W/ TRAP PRIMER
FS-A
FLOOR SINK
MECH. EQUIP. AREAS
MIFAB FS1740-FL W/ TRAP PRIMER
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1
3
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GENERAL NOTES:
1. DESIGN AND PROVIDE THE SPRINKLER SYSTEM IN ACCORDANCE WITH UFC 3-600-01, NFPA 13, AND MANUFACTURER'S RECOMMENDATIONS.
SYMBOL
DESCRIPTION
2. FIRE PROTECTION SYSTEM MATERIALS SHALL BE UL LISTED OR FM GLOBAL APPROVED.
3. COORDINATE THE INSTALLATION OF FIRE PROTECTION PIPING WITH ALL TRADES AND DRAWINGS PRIOR TO COMMENCING INSTALLATION.
4. A MINIMUM TEN (10) PSI PRESSURE SAFETY FACTOR SHALL BE MAINTAINED BETWEEN AVAILABLE WATER SUPPLY AND COMBINED DEMAND OF SPRINKLER
SYSTEM AND HOSE STREAM ALLOWANCE TO ACCOUNT FOR FUTURE DETERIORATION.
5. PIPE VELOCITIES SHALL BE LIMITED TO 20 FPS.
C
ALARM CHECK VALVE RISER ASSEMBLY
NOT TO SCALE
►
DIRECTION OF FLOW
— i
PIPING CONTINUATION
&
ALARM CHECK VALVE
x
VALVE
CHECK VALVE
WE
WATERFLOW DETECTOR SWITCH
VALVE WITH TAMPER SWITCH
FHV
2 1/2" FIRE HOSE VALVE
ANGLE VALVE
3
BLIND FLANGE/PIPE CAP
—
CONNECTION POINT
POST INDICATOR VALVE
NOTE: NOT ALL SYBOLS ARE USED
SPRINKLER SYSTEM DESIGN CRITERIA
TYPE OF SYSTEM
WATER DENSITY
(GPM/SQ FT)
TYPE OF SPRINKLER
(SEE SPKR HEAD SCH
FOR DESCRIPTION)
AREA PROTECTED
DESIGN AREA
MAX SQ FT PER
SPR HEAD
B
SPRINKLER HEAD SCHEDULE
ITEM
TYPE
RESPONSE
FINISH
NOTES
A
CONCEALED
QUICK
WHITE
NOT USED
B
UPRIGHT
QUICK
BRASS
C
RECESSED
QUICK
BRASS
NOT USED
D
CONCEALED
STANDARD
BRASS
NOT USED
E
UPRIGHT
STANDARD
BRASS
NOT USED
F
RECESSED
STANDARD
BRASS
NOT USED
G
SIDEWALL
STANDARD
BRASS
NOT USED
H
ELO
STANDARD
BRASS
NOT USED
ABBREVIATIONS
AFF
APPROX
COMB
CONN
DCH
DEPT
DET
o
°F
DIA
DISC
DN
DR
DWG
EA
EL
ELEC
F
FCVA
FDC
FHV
FLR
FPS
FS
FSCP
FT
GA
GAL
GALV
GPM
HAZ
HORIZ
HR
HZ
KW
MECH
MFR
MIN
NO.
NO
NIC
NO
NTS
OS&Y
PH
PIV
PNTHSE
PRESS
PSI
PSIG
PSS
QR
QTY
RM
SPEC
SQ FT
SPKR
SS
SUCT
SYS
TEMP
TS
TYP
UNO
V
W/
W/O
WFS
WSP
WSR
WSS
ABOVE FINISHED FLOOR
APPROXIMATE
CENTERLINE
COMBINATION
CONNECTION
DRY CHEMICAL
DEPARTMENT
DETAIL
DEGREE
DEGREES FAHRENHEIT
DIAMETER
DISCHARGE
DOWN
DRAIN
DRAWING
EACH
ELEVATION
ELECTRICAL
FIRE MAIN - UNDERGROUND
FLOOR CONTROL VALVE ASSEMBLY
FIRE DEPARTMENT CONNECTION
FIRE HOSE VALVE
FLOOR
FEET PER SECOND
FLOW SWITCH
FIRE SUPPRESSION CONTROL PANEL
FEET
GAUGE
GALLON
GALVANIZED
GALLONS PER MINUTE
HAZARDOUS
HORIZONTAL
HOUR
HERTZ
KILOWATT
MECHANICAL
MANUFACTURER
MINIMUM
NUMBER
NORMALLY CLOSED
NOT IN CONTRACT
NORMALLY OPEN
NOT TO SCALE
OUTSIDE SCREW AND YOKE
PHASE
POST INDICATOR VALVE
PENTHOUSE
PRESSURE
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH GAUGE
PRE-ACTION SPRINKLER SYSTEM
QUICK RESPONSE
QUANTITY
ROOM
SPECIFICATION
SQUARE FOOT
SPRINKLER
STAINLESS STEEL
SUCTION
SYSTEM
TEMPERATURE
TAMPER SWITCH
TYPICAL
UNLESS NOTED OTHERWISE
VOLTS
WITH
WITHOUT
WATER FLOW SWITCH
WET STANDPIPE
WET SPRINKLER RISER
WET SPRINKLER SYSTEM
NOTE: NOT ALL ABBREVIATIONS ARE USED
NOTES:
1. PROVIDE SPRINKLER GUARDS WHERE LOCATED 7 FT OR LESS AFF.
2. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING INFORMATION.
A
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7/7/2011 4:23:17 PM
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UNCLASSIFIED // FOR OFFICIAL USE ONLY
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DRAWING NOTES:
1. ALL SPACES ON THIS DETAIL ARE TO BE PROVIDED WITH
AUTOMATIC SPRINKLER PROTECTION DESIGNED IN
ACCORDANCE WITH THE FOLLOWING CRITERIA, EXCEPT AS
OTHERWISE NOTED:
WET
LEVEL 1
0.15
3000
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10
FP101
7/7/2011 4:23:22 PM
UNCLASSIFIED // FOR OFFICIAL USE ONLY
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4
5
FIRE ALARM AND MASS NOTIFICATION SYMBOLS
OSY
- MANUAL PULL STATION WITH STI STOPPER COVER
- CEILING MOUNTED AREA SMOKE DETECTOR
- FIRE WATER TANK LEVEL SWITCH
- SPRINKLER SYSTEM WATERFLOW SWITCH
- SPRINKLER SYSTEM VALVE TAMPER SWITCH
- FIRE WATER LOW TEMPERATURE SWITCH
- CEILING MOUNTED AREA HEAT DETECTOR
MM
- FIRE ALARM ADDRESSABLE INPUT MODULE
CM
- FIRE ALARM ADDRESSABLE OUTPUT MODULE
- CEILING MOUNTED SPEAKER WITH NO VISUAL INDICATOR
- CEILING MOUNTED VISUAL INDICATOR ONLY
- CEILING MOUNTED SPEAKER WITH VISUAL INDICATOR
- WALL MOUNTED SPEAKER WITH NO VISUAL INDICATOR
- WALL MOUNTED SPEAKER WITH VISUAL INDICATOR
- WALL MOUNTED VISUAL INDICATOR ONLY
© - CEILING MOUNTED MASS NOTIFICATION VISUAL INDICATOR ONLY
/ \Y
© - WALL MOUNTED MASS NOTIFICATION VISUAL INDICATOR ONLY
Ar \ Y
@ - EXTERIOR WATERFLOW ALARM BELL
- CONTROL OR GRAPHIC ANNUNCIATOR PANEL ASSOCIATED WITH FIRE ALARM
FIRE ALARM AND MASS NOTIFICATION ABBREVIATIONS
ACU - ACCESS CONTROL UNIT FACP
ADA - AMERICANS WITH DISABLITIES ACT FHV
AFF - ABOVE FINISHED FLOOR KVM
AGF - ABOVE GROUND LEVEL LCD
AHU - AIR HANDLING UNIT MPS
AUX -AUXILIARY MNS
A N - AUDIO VISUAL NAC
BAS - BUILDING AUTOMATION SYSTEM PSS
CD - CANDELA RCP
CPU - CENTRAL PROCESSING UNIT RF
DH - DOOR HOLDER SD
DVR - DIGITAL VIDEO RECORDER SF
EOL - END OF LINE DEVICE TYP
EX - EXISTING WP
FA - FIRE ALARM wss
- FIRE ALARM/MASS NOTIFICATION CONTROL PANEL
- FIRE HOSE VALVE
- KEYBOARD, VIDEO & MOUSE
- LIQUID CRYSTAL DISPLAY
- MANUAL PULL STATION
- MASS NOTIFICATION SYSTEM
- NOTIFICATION APPLIANCE CIRCUIT
- PREACTION SPRINKLER SYSTEM
- REMOTE CONTROL PANEL
- RETURN FAN
- SMOKE DETECTOR
- SUPPLY FAN
- TYPICAL
- WEATHERPROOF
- WET SPRINKLER SYSTEM
B
AUDIBLE AND VISUAL DEVICE LEGEND
SPEAKER TYPE & POWER TAP SETTINGS (x)
VISUAL INDICATOR CANDELA SETTINGS (y)
1 - WALL MOUNTED 4" SPEAKER TAPPED AT 1/4 WATT
2 - CEILING MOUNTED 4" SPEAKER TAPPED AT 1/4 WATT
3 - WALL MOUNTED 4" SPEAKER TAPPED AT 1/2 WATT
4 - CEILING MOUNTED 4" SPEAKER TAPPED AT 1/2 WATT
5 - WALL MOUNTED 4" SPEAKER TAPPED AT 1 WATT
6 - CEILING MOUNTED 4" SPEAKER TAPPED AT 1 WATT
7 - WALL MOUNTED REENTRANT HORN TYPE SPEAKER
TAPPED AT 1.8 WATT
A = WALL MOUINTED 15 CANDELA
B = WALL MOUNTED 30 CANDELA
C = WALL MOUNTED 110 CANDELA
D = CEILING MOUNTED 15 CANDELA
E = CEILING MOUNTED 30 CANDELA
F = CEILING MOUNTED 115 CANDELA
A
UNCLASSIFIED//FOR OFFICIAL USE ONLY
7/7/2011 2:13:53 PM
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ACU - ACCESS CONTROL UNIT
AED - AUTOMATIC ELECTRONIC DEFIBRILLATOR
ADA - AMERICANS WITH DISABLITIES ACT
AFF - ABOVE FINISHED FLOOR
AGL - ABOVE GROUND LEVEL
AUX - AUXILIARY
CPU - CENTRAL PROCESSING UNIT
DVR - DIGITAL VIDEO RECORDER
EOL - END OF LINE DEVICE
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IDC - INTEGRATED DIGITAL CONTROLLER
KVM - KEYBOARD, VIDEO & MOUSE
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UNCLASSIFIED // FOR OFFICIAL USE ONLY
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